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Agenda 04/13/2021 Item #16D2 (FPL Underground Facilities Conversion Agreement)04/13/2021 EXECUTIVE SUMMARY Recommendation to approve an Underground Facilities Conversion Agreement- Governmental Adjustment Factor Waiver with the Florida Power & Light Company (“FPL”) for Phase IV of the Vanderbilt Beach Municipal Service Taxing Unit Utility Conversion Project in accordance with Florida Public Service Commission (“FPSC”) Tariff Section 12.1, approve payment to FPL in the amount of $162,359 for materials and services to be provided by FPL, and authorize the Chair to sign all required documents. OBJECTIVE: To convert overhead utility lines to underground to provide hurricane hardening and enhance the beautification in the Vanderbilt Beach Community. CONSIDERATIONS: The Vanderbilt Beach Municipal Service Taxing Unit (“MSTU”) is entering into Phase IV of a four-phase project to convert overhead utility lines to underground for hurricane preparedness and to promote aesthetics within the MSTU. The MSTU completed Phase I of the project in September 2013, with Phases II and III thereafter completed on January 15, 2020. As a prerequisite to commencing the original project, the Board entered into a Right -of-Way Agreement with FPL to allow for the conversion of overhead power to underground within the MSTU District. On September 25, 2018 (Agenda Item #16D6), the Board previously approved entering into an Underground Facilities Conversion Agreement (“UFCA”) for Phase IV. Due to a number of delays in the project, the project could not timely move forward. FPSC Tariff Section 12.2.2, states that the binding cost estimate, which is the basis for the amount payable to FPL under an UFCA: “shall be considered expired if the Applicant does not enter into an Underground Facilities Conversion Agreement or an Underground Facilities Conversion Agreement- Governmental Adjustment Factor Waiver and pay the CIAC amount specified for the installation of the requested underground electric distribution facilities with 180 days of delivery of the binding cost estimate to the Applicant by FPL.” (emphasis added) Because the Contribution-In-Aid-Of-Construction (the “CIAC”) was not paid to FPL within the 180 day period required under Tariff Section 12.2.2, the binding cost estimate expired, and FPL agrees that a new UFCA must be approved and signed by the parties. The UFCA that the Board originally approved for this phase of the project in 2018 was approximately $120,000 more than the updated cost represented in the UFCA-Governmental Adjustment Factor Waiver that staff is now recommending. On March 12, 2019, the Board entered into an Applicant-Installed Facilities Agreement with FPL to specify the parameters of the construction for Phase IV. Staff has been working with FPL towards the development of construction plans for Phase IV, which are addressed in the attached UFCA- Governmental Adjustment Factor Waiver. The UFCA-Governmental Adjustment Factor Waiver is required by Florida Public Service Commission Tariff Section 12.1 in order to receive a 25% Government Adjustment Factor cost reduction from FPL. Upon execution of the UFCA-Governmental Adjustment Factor Waiver, Phase IV of the project can move forward with the conversion to underground distribution facilities. The MSTU used lessons learned from Phase I of the project to improve upon its approach for the construction of these next two phases. In Phase I, FPL supplied the material and performed all construction activity to bury the electrical system. For Phases II and III, the MSTU elected to utilize the County bidding process for the construction work; with the exception of a portion of the work that FPL requires to be performed by its personnel. This approach ensured the lowest construction cost and placed the project timing and quality control in the hands of the County rather than FPL. The MSTU intends to 16.D.2 Packet Pg. 968 04/13/2021 use utilize the same process for Phase IV as it did with Phases II and III. FPL has agreed to accept payment for material and services provided by its personnel in accordance with Florida Statutes § 255.201(1)(c). Staff finds the cost estimate for Phase IV is directly proportional to that of the first three (3) phases and is considered to be a fair and reasonable value for this final and smallest phase of the project. During the regular Vanderbilt Beach Advisory Committee meeting on March 11, 2021, the committee voted 5 -0 to recommend approval of the attached UFCA- Governmental Adjustment Factor Waiver and payment to FPL of the CIAC of $170,141, less the already collected engineering deposit of $7,782, for a total amount of $162,359. FISCAL IMPACT: Funds in the amount of $162,359 are available within the Vanderbilt Beach MSTU Fund (143). GROWTH MANAGEMENT IMPACT: There is no Growth Management impact associated with this Executive Summary. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: To approve an UFCA-Governmental Adjustment Factor Waiver with Florida Power & Light Company for Phase IV of the Vanderbilt Beach Municipal Service Taxing Unit Utility Conversion Project in accordance with Florida Public Service Commission Tariff Section 12.1, approve payment to FPL in the amount of $162,359 for materials and services to be provided by FPL, and authorize the Chair to sign all required documents. Prepared By: Harry Sells, MSTU Project Manager, Public Transit & Neighborhood Enhancement Division ATTACHMENT(S) 1. 2 UFCA Cover Letter (PDF) 2. FPL UFCA 030221 (PDF) 3. 3 FPL Project Phase Map - Vanderbilt Beach MSTU (PDF) 4. [linked] 3 Applicant-Installed Facilities Agreement Item #16D12 from 3_12_19 (PDF) 5. 3 FPL ROW Agree 121107 (PDF) 6. 3 FPL Tariff 12.1 (PDF) 7. 4 Phase IV Prints (PDF) 8. 4 Fully Executed FPL - Underground Facilities Conversion Agreement - Vanderbilt 09-25-2018 (PDF) 16.D.2 Packet Pg. 969 04/13/2021 COLLIER COUNTY Board of County Commissioners Item Number: 16.D.2 Doc ID: 15163 Item Summary: Recommendation to approve an Underground Facilities Conversion Agreement- Governmental Adjustment Factor Waiver with the Florida Power & Light Company (FPL) for Phase IV of the Vanderbilt Beach Municipal Service Taxing Unit Utility Conversion Project in accordance with Florida Public Service Commission (FPSC) Tariff Section 12.1, approve payment to FPL in the amount of $162,359 for materials and services to be provided by FPL, and authorize the Chair to sign all required documents. Meeting Date: 04/13/2021 Prepared by: Title: Project Manager – Public Transit & Neighborhood Enhancement Name: Harry Sells 03/02/2021 11:41 AM Submitted by: Title: Division Director - Pub Tran & Nbrhd Enh – Public Transit & Neighborhood Enhancement Name: Michelle Arnold 03/02/2021 11:41 AM Approved By: Review: Public Transit & Neighborhood Enhancement Caroline Soto Additional Reviewer Completed 03/02/2021 12:08 PM Procurement Services Opal Vann Level 1 Purchasing Gatekeeper Completed 03/02/2021 3:30 PM Public Transit & Neighborhood Enhancement Michelle Arnold Additional Reviewer Completed 03/04/2021 8:17 AM Procurement Services Sandra Herrera Additional Reviewer Completed 03/04/2021 3:22 PM Operations & Veteran Services Kimberley Grant Additional Reviewer Completed 03/11/2021 9:27 AM Public Services Department Todd Henry Public Services Deapartment Completed 03/11/2021 1:49 PM Public Services Department James C French PSD Dept Head Review Completed 03/16/2021 10:28 PM County Attorney's Office Scott Teach Level 2 Attorney Review Completed 03/25/2021 10:23 AM Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 03/25/2021 10:30 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 03/25/2021 10:48 AM Budget and Management Office Ed Finn Additional Reviewer Completed 03/30/2021 12:31 PM County Manager's Office Dan Rodriguez Level 4 County Manager Review Completed 03/30/2021 2:12 PM Board of County Commissioners MaryJo Brock Meeting Pending 04/13/2021 9:00 AM 16.D.2 Packet Pg. 970 a NextEra Energy, Inc. company February 16, 2021 Mr. Harry Sells MSTU Project Manager Public Services Division Department of Alternative Transportation Modes Collier County 3299 East Tamiami Trail, Suite 103 Naples, Florida 34104 Re: Collier County - Vanderbilt Beach MSTU Overhead to Underground Conversion Project Phase #4 Binding Cost Estimate - WR #5686943 Dear Mr. Sells: FPL welcomes the opportunity to assist you in determining if underground service is right for your area. As per your request, FPL has completed a binding cost estimate for the project designated as the Phase 4 conversion project. The binding cost estimate amount, known as the Contribution In Aid of Construction (C.I.A.C.), required for converting the area to underground is $484,221. This estimate is based on the attached underground design and includes five Vista switch at the County’s request. In addition, the cost estimate includes a more than $551,687 adjustment credit for both FPL’s Government Adjustment Factor (G.A.F.) Waiver and as required in the C.I.A.C. formula, tariff Section 12.1, credit for an equivalent overhead system designed at the current hardened (i.e. extreme wind) standard. Further the cost assumes the following: • Customer Performs Some Work – All of the underground work. • All work will be performed during the daylight hours, Monday through Friday, 8 A.M. to 5 P.M.. Any after hours work, e.g. disconnect/reconnect service appointments or requiring construction at night, would be an additional expense for the Town. This binding cost estimate is valid for 180 days and a response must be received within that timeframe. Should you agree to move forward with the project, please sign and return the enclosed documents. Once we receive the acceptance package (e.g. partially executed documents and C.I.A.C. payment), we will commence the construction process (i.e. initiate bid requests and material purchasing). Any deposits that you have already paid will be applied towards the C.I.A.C. and you must pay the remaining difference of $162,359 before Florida Power & Light Company, 4000 Davie Rd Ext, Hollywood FL 33024 16.D.2.a Packet Pg. 971 Attachment: 2 UFCA Cover Letter (15163 : FPL UFCA) Page 2 a NextEra Energy, Inc. company we begin construction. Failure to execute the applicable Agreement and pay the C.I.A.C. specified in the Agreement within the 180-day time limit, or termination of the Agreement, shall result in the expiration of the binding cost estimate. However, if you choose to cancel your request or not respond in time, your engineering deposit will not be returned and the estimate will be withdrawn. This estimate only includes the charges to be paid to FPL. There are additional costs which are the customer’s responsibility and should also be considered. These potential costs include: • Site restoration (sod, landscaping, pavement, sidewalks, etc). • Rearrangement of customer electric service entrances (requires electrician) from overhead to underground. Also, additional customer expense if local inspecting authorities require customer wiring to be brought up to current codes. • Removal and burial of other utilities (e.g. telecom, CATV, etc.). • Any project scope changes that modify the enclosed drawings. • Acquiring, describing, securing and recording of easements for underground facilities. We look forward to working with you and your staff as this project progresses. If you have any questions, please contact me at 954-442-6335. Sincerely, Chanda Young Brown, P.M.P. Manager – OH /UG Conversions Power Delivery FPL Attachments 16.D.2.a Packet Pg. 972 Attachment: 2 UFCA Cover Letter (15163 : FPL UFCA) 16.D.2.bPacket Pg. 973Attachment: FPL UFCA 030221 (15163 : FPL UFCA) 16.D.2.bPacket Pg. 974Attachment: FPL UFCA 030221 (15163 : FPL UFCA) 16.D.2.bPacket Pg. 975Attachment: FPL UFCA 030221 (15163 : FPL UFCA) 16.D.2.bPacket Pg. 976Attachment: FPL UFCA 030221 (15163 : FPL UFCA) PHASE ONE PHASE TWO PHASE THREE PHASE FOUR EXHIBIT A PROJECT PHASING MAP .GULF OF MEXICOGULFSHORE DRIVE111 TH AVENUE VANDERBILT BEACH ROADVANDERBILT DRIVEVANDERBILT DRIVEW I G G I N S P A S S DRAWN BY: DARRYL RICHARD, MSTU PROJECT MANAGER, ATM DEPARTMENT; DATE: 02-07-11 NOTE: This exhibit is for the purposes of Phase One Project only. Final Boundary for Phases 2, 3, and 4 may vary due to FPL power configuration requirements after final design plans are produced. LEGEND: 16.D.2.c Packet Pg. 977 Attachment: 3 FPL Project Phase Map - Vanderbilt Beach MSTU (15163 : FPL UFCA) ORIGINAL DOCUMENTS CHECKLIST & ROUTING S.I TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT Toll) THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original documents are to be forwarded to the Board Office only after the Board has taken action on the item.) ROUTING SLIP Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line 45). Route to Addressee(s) List in routing order) Office Initials Date 1. appropriate. Initial) A plicable) 2. Original document has been signed/initialed for legal sufficiency. (All documents to be Agenda Item Number 3. Approved by the BCC 4. by the Office of the County Attorney. This includes signature pages from ordinances, Type of Document 5. Sue Filson, Executive Manager Board of County Commissioners Attached 1 N 6. Minutes and Records Clerk of Court's Office PRIMARY CONTACT INFORMATION The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the item.) Name of Primary Staff Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Phone Number N/ A (Not Contact appropriate. Initial) A plicable) Agenda Date Item was Original document has been signed/initialed for legal sufficiency. (All documents to be Agenda Item Number Approved by the BCC Q by the Office of the County Attorney. This includes signature pages from ordinances, Type of Document Number of Original resolutions, etc. signed by the County Attorney's Office and signature pages from Attached 1 N ocuments Attached lu /' dos INSTRUCTIONS & CHECKLIST 1: Forms/ County Forms/ BCC Forms/ Orieinal Documents Routine Slip WWS Original 9.03.04, Revised 1.26.05 Initial the Yes column or mark "N /A" in the Not Applicable column, whichever is Yes N/ A (Not appropriate. Initial) A plicable) 1. Original document has been signed/initialed for legal sufficiency. (All documents to be signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. This includes signature pages from ordinances, resolutions, etc. signed by the County Attorney's Office and signature pages from contracts, agreements, etc. that have been fully executed by all parties except the BCC Chairman and Clerk to the Board and possibly State Officials.) CE Pi 4u S 2. All handwritten strike - through and revisions have been initialed by the County Attorney's Office and all other par-ties except the BCC Chairman and the Clerk to the Board 3. The Chairman's signature line date has been entered as the date of BCC approval of the' document or the final negotiated contract date whichever is applicable. I 4. Sig^ here" tabs are placed on the appropriate pages indicating where the Chairman's I si--na:ffe and initials are required. 5. in most cases (some contracts are an exception), the original document and this routing slip should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. Some documents are time sensitive and require forwarding to Tallahassee within a certain time fi-ame or the BCC's actions are nullified. Be aware of your deadlines! 1: Forms/ County Forms/ BCC Forms/ Orieinal Documents Routine Slip WWS Original 9.03.04, Revised 1.26.05 16.D.2.e Packet Pg. 978 Attachment: 3 FPL ROW Agree 121107 (15163 : FPL UFCA) 10P RESOLUTION NO. 2007 - 3 5 6 A RESOLUTION BY THE BOARD OF COUNTY COMMISSIONERS, COLLIER COUNTY, FLORIDA, APPROVING, AND AUTHORIZING ITS CHAIRMAN TO EXECUTE, A COUNTY RIGHT -OF -WAY AGREEMENT FOR UNDERGROUND CONVERSIONS WITH THE FLORIDA POWER & LIGHT COMPANY PERTAINING TO THE CONVERSION OF CERTAIN OVERHEAD ELECTRIC DISTRIBUTION FACILITIES LOCATED WITHIN THE VANDERBILT BEACH BEAUTIFICATION MUNICIPAL SERVICE TAXING UNIT (the MSTU ") UNDERGROUND WHEREAS, at the December 11, 2007, meeting of the Board of County Commissioners the Board approved a County Right -of -Way Agreement for Underground Conversions (the Agreement ") attached hereto as Exhibit "A," which addresses the terms and conditions agreed upon by the County, the MSTU and the Florida Power & Light Company ( "FPL ") in connection with the anticipated project to convert certain overhead electric distribution facilities underground, and authorized the Board of County Commissioners, through its Chairman, to enter into that agreement with FPL; and WHEREAS, the FPL requires the Board provide a resolution memorializing and confirming the Board's aforementioned affirmative vote to approve the agreement and authorization for the Chairman to execute the agreement; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that; On December 11, 2007, the Board of County Commissioners approved by majority vote the Agreement and authorized its chairman, James Coletta, to execute same. A certified copy of this Resolution will be forwarded by the Collier County Clerk to FPL. THIS RESOLUTION ADOPTED after motion, second, and majority vote favoring same, this 11 day of December, 2007. ATTEST: DWIGHT E. BROCK, Clerk By: A A .0 eput Clerk Attest as o Chaim s s i gnatwe on 1 * A r ved as Z,— d legal sufficiency: R - S'e tt R. ea Managing Assistant County Attorney BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLO DA By: TAMES COLETTA, Chairman 16.D.2.e Packet Pg. 979 Attachment: 3 FPL ROW Agree 121107 (15163 : FPL UFCA) 10A COUNTY RIGHT -OF -WAY AGREEMENT FOR UNDERGROUND CONVERSIONS THIS AGREEMENT (the "Agreement ") is made and entered into this I I day of beojAbM, 2007 by and between the Vanderbilt Beach Beautification Municipal Service Taxing Unit, by and through its governing body, the Board of Commissioners for Collier County, Florida (hereafter, "Vanderbilt MSTU "), the Board of Commissioners for Collier County, Florida (hereafter, "Local Government ") whose mailing address is 3301 Tamiami Trail, East, Naples, Florida 34112 and Florida Power & Light Company FPL "), a Florida corporation with an address of P.O. Box 14000, 700 Universe Boulevard, Juno Beach, FL 33408 -0429. WHEREAS, Local Government may request that FPL convert certain overhead electric distribution facilities located within and specifically limited to the following boundaries within the Vanderbilt MSTU (the "Conversion "): All of that property lying westerly of the centerline of Vanderbilt Drive from Vanderbilt Beach Road north to the centerline of the Little Horse Pass Bridge (Collier County Bridge No. 030177); thence, westerly along the meander line of the Cocohatchee River until it meets the Gulf of Mexico. Said lands being more fully depicted on the drawing attached hereto as Exhibit A" (collectively, the "Existing Overhead Facilities ") to underground facilities, including transformers, switch cabinets and other appurtenant facilities some of which may be installed above ground (collectively, the "Underground Facilities ") and has further requested that certain of the Underground Facilities be placed in certain of its road rights -of -way ( "Local Government ROW ") and/or certain road rights -of -way owned by or under the jurisdiction of other agencies ( "Other ROW "). Local Government ROW and Other ROW may be referred to collectively as "ROW "; and WHEREAS, the Vanderbilt MSTU is considering paying FPL the cost of such Conversion as required by FPL's electric tariff and Section 25 -6.115 of the Florida Administrative Code and is also considering entering into a separate Underground Facilities Conversion Agreement with FPL; and WHEREAS, FPL is willing, subject to the terms and conditions set forth in this Agreement, FPL's electric tariff and Section 25 -6.115 of the Florida Administrative Code, to place certain of the Underground Facilities in the ROW, conditioned upon the Vanderbilt MSTU entering into a separate Underground Facilities Conversion Agreement and agreeing to pay the cost of such Conversion as required by FPL's electric tariff and Section 25 -6.115 of the Florida Administrative Code. NOW THEREFORE, in recognition of the foregoing premises and the covenants and agreements set forth herein, and other consideration the sufficiency of which is hereby acknowledged, intending to be legally bound hereby, the parties covenant and agree as follows: 1. The foregoing recitals are true and correct, and are hereby incorporated by reference into this Agreement. 16.D.2.e Packet Pg. 980 Attachment: 3 FPL ROW Agree 121107 (15163 : FPL UFCA) ROW 10 A 2. Conditions Precedent to Placement of Underground Facilities in a) Local Government covenants, represents and warrants that: i) Local Government has full legal right and authority to enter into this Agreement; ii) Local Government has full legal right and authority to take all actions and measures necessary to fulfill Local Government's obligations under this Agreement; iii) Local Government hereby authorizes the use of the ROW by FPL for the purposes stated herein. b) All applicable permits for FPL to install, construct, or maintain Underground Facilities in ROW must be issued on a timely basis by the appropriate agency. c) The design and location of the Underground Facilities to which Local Government has agreed are in compliance with all operational and safety guidelines, codes and standards, d) Local Government agrees to provide within ninety (90) days from the date of this Agreement, at its expense, a legal description that is acceptable to FPL of the ROW to be occupied by the Underground Facilities at a time before FPL initiates the design of the Underground Facilities. Said legal description shall be made part of this Agreement and attached as Exhibit `B." e) Within a reasonable period of time after receipt of Exhibit B from Local Government not to exceed one hundred and twenty (120) days, FPL agrees to identify and document all existing FPL underground facilities within the ROW that will not be included under this Agreement. Local Government shall reimburse FPL's reasonable costs and expenses to deliver said documentation. Said documentation shall be made part of this Agreement and attached as Exhibit "C." f) The parties agree that the construction drawings when prepared shall be attached as Exhibit "D" to this Agreement and that the construction drawings may be amended to reflect changes to location of the facilities as required. 3. Relocation and Rearrangement of FPL Facilities. If the Local Government or other agency with control over the Local Government ROW or Other ROW, for any reason whatsoever, requires that FPL relocate or rearrange, in whole or in part, any Underground Facilities (as they are to exist as a result of this Conversion, or as they may later be modified, upgraded, or otherwise altered) from or within the Local Government ROW or Other ROW, the Local Government, notwithstanding any language to the contrary in any applicable permit or franchise agreement, and prior to any such relocation by FPL, shall provide FPL with a substitute location, satisfactory to FPL, obtain any easements that may be necessary, and shall pay FPL for the costs of any such relocation, adjustment or rearrangement, now or in the future. Local Government shall reimburse FPL for all costs to locate, expose, protect or support the Underground Facilities, whether underground or above ground, in the event of future construction or excavation in close proximity to the Underground Facilities, when such services are required by Local Government or other agency with control over the Local Government ROW or Other ROW Local Government shall use its best efforts in any design and construction of its future road improvement projects to avoid or mitigate the necessity of 2 16.D.2.e Packet Pg. 981 Attachment: 3 FPL ROW Agree 121107 (15163 : FPL UFCA) 10 A relocating or adjusting the Underground Facilities in Local Government ROW and, to the extent reasonably practicable, in Other ROW. 4. Abandonment or Sale of Local Government ROW. If the Local Government desires to subsequently abandon or discontinue use of the Local Government ROW, and ownership of the land is transferred to a private party, the Local Government, as a condition of and prior to any such sale, abandonment, or vacation, shall grant FPL an easement satisfactory to FPL for the Underground Facilities then existing within the ROW or require the transferee to so grant FPL an easement satisfactory to FPL at the time of transfer. If ownership of the Local Government ROW is transferred to another public entity, that public entity shall take the ROW subject to the terms and conditions of this Agreement. 5. Term. This Agreement shall remain in effect for as long as FPL or any successor or assign owns or operates the Underground Facilities placed in the ROW. However, this Agreement may be terminated by FPL upon written notice in the event a separate Underground Facilities Conversion Agreement is not entered into within two years of the date of this Agreement. 6. Title and Ownership of Underground Facilities. Title and ownership of Underground Facilities installed by FPL as a result of this Agreement shall, at all times, remain the property of FPL. 7. Conversion Outside ROW. In the event that the FPL Underground Facilities are not, for any reason other than the sole error of FPL or its contractors, constructed within the ROW, Local Government shall grant or secure, at Local Government's sole cost and expense, new easements or ROW grants for the benefit of FPL for the placement of the Underground Facilities in these areas, and shall secure subordinations of any mortgages affecting these tracts to the interest of FPL. 8. Agreement Subject to FPL's Electric Tariff. This Agreement is subject to FPL's electric tariff, including but not limited to the general rules and regulations for electric service and the rules of the Florida Public Service Commission, as may be revised, amended or supplemented from time to time. 9. Venue; Waiver of Jury Trial. This Agreement shall be enforceable in Collier County, Florida, and if legal action is necessary by either party with respect to the enforcement of any or all of the terms or conditions herein, exclusive venue for the enforcement of same shall lie in Collier County, Florida. By entering into this Agreement, FPL and the Local Government expressly waive any rights either party may have to a trial by jury of any civil litigation related to or arising out of this Agreement. This Agreement shall be construed in accordance with the laws of the State of Florida. 10. Attorney Fees. In the event it becomes necessary for either party to institute or defend legal proceedings as a result of the failure of the other party to comply with the terms, covenants, or provisions of this Agreement, each party in such litigation shall bear its own cost and expenses incurred and extended in connection therewith, 3 16.D.2.e Packet Pg. 982 Attachment: 3 FPL ROW Agree 121107 (15163 : FPL UFCA) 10 including, but not limited to attorneys' fees and court costs through all trial and appellate levels. 11. Assignment. The Local Government shall not assign this Agreement without the written consent of FPL 12. Recording. This Agreement shall be adopted by the Local Government and maintained in the official records of Local Government for the duration of the term of this Agreement. This Agreement also shall be recorded in the Official Records of the County in which the Underground Facilities are located, in the place and in the manner in which deeds are typically recorded. 13. Conflict Between Terms of Permit or Franchise Agreement. In the event of a conflict between the terms of this Agreement and any permit or franchise agreement entered into by Local Government and FPL, the terms of this Agreement shall control. 14. Notice. Any notice, instruction or other communication to be given to either party hereunder shall be in writing and shall be hand delivered, telecopied, sent by Federal Express or a comparable overnight service or by U. S. registered or certified mail, with return receipt requested and postage prepaid to each party at their respective addresses set forth below: As to Local Government and Vanderbilt MSTU: Collier County Attorney 3301 Tamiami Trail, East Harmon Turner Building, 8th Floor Naples, Florida 34112 Facsimile No.: (239) 774 -0225 With copies to: Norman Feder, Transportation Administrator, A.I.C.P. Transportation Services Division 2885 Horseshoe Drive South Naples, FL 34104 Facsimile No.: (239) 252 -8192 As to FPL: Florida Power & Light Company P.O. Box 14000, 700 Universe Boulevard Juno Beach, FL 33408 -0429 IN WITNESS WHEREOF, Florida Power & Light Company, Vanderbilt MSTU and the Local Government have executed this Agreement on the date first set forth above. 0 16.D.2.e Packet Pg. 983 Attachment: 3 FPL ROW Agree 121107 (15163 : FPL UFCA) f For and on behalf of the VANDERBILT MSTU Advisory Committee, through its Chairperson, By: gnature) Name:- and By and through COLLIER COUNTY, FLORIDA as the LOCAL GOVERNMENT and in its capacity as the governing body of the VANDERBILT MSTU: Ca124 i 611, ( signature) JAMES N. COLETTA Title: CHAIRMAN, COMMISSIONERS FLORIDA ATTEST: DWIGHT E. BROCK, Clerk By: Q .0 Aft"V EjeLlb 64 1 n6 f signatw* 0010 Ap ed as to Form and Legal Sufficiency: Scott R. Teach, Managing Assistant County Attorney BOARD OF COUNTY OF COLLIER COUNTY, RECEIVED JAN 11 2008 Transportation 5 ATM Dept. 16.D.2.e Packet Pg. 984 Attachment: 3 FPL ROW Agree 121107 (15163 : FPL UFCA) 10 A -. For FLORIDA POWER & LIGHT COMPANY By: S- signature) Name: Is. Chu 111 print or type) Title:r. TUA, -Des Ra i- n t ki print or type) 2) RECEIVED JAN 11 2008 TransportaLion ATM Dept. 16.D.2.e Packet Pg. 985 Attachment: 3 FPL ROW Agree 121107 (15163 : FPL UFCA) I0A Exhibit "A" All of that property lying westerly of the centerline of Vanderbilt Drive horn Vanderbill Beach Road north to the centerline of the Little Horse Pass Bridge (Collier County Bridge No. 030177), thence, westerly along the meander line of the Cocohatchce River until it mecta the Gulf of Mexico. Said lands being more fully depicted on the drawing below: Page 6 of 6 16.D.2.e Packet Pg. 986 Attachment: 3 FPL ROW Agree 121107 (15163 : FPL UFCA) 16.D.2.fPacket Pg. 987Attachment: 3 FPL Tariff 12.1 (15163 : FPL UFCA) 16.D.2.fPacket Pg. 988Attachment: 3 FPL Tariff 12.1 (15163 : FPL UFCA) 16.D.2.fPacket Pg. 989Attachment: 3 FPL Tariff 12.1 (15163 : FPL UFCA) 16.D.2.fPacket Pg. 990Attachment: 3 FPL Tariff 12.1 (15163 : FPL UFCA) 16.D.2.fPacket Pg. 991Attachment: 3 FPL Tariff 12.1 (15163 : FPL UFCA) 16.D.2.g Packet Pg. 992 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 993 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 994 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 995 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 996 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 997 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 998 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 999 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1000 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1001 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1002 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1003 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1004 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1005 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1006 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1007 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1008 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1009 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1010 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1011 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1012 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1013 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1014 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1015 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1016 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1017 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1018 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.g Packet Pg. 1019 Attachment: 4 Phase IV Prints (15163 : FPL UFCA) 16.D.2.hPacket Pg. 1020Attachment: 4 Fully Executed FPL - Underground Facilities Conversion Agreement - Vanderbilt 09-25-2018 (15163 : FPL UFCA) 16.D.2.hPacket Pg. 1021Attachment: 4 Fully Executed FPL - Underground Facilities Conversion Agreement - Vanderbilt 09-25-2018 (15163 : FPL UFCA) 16.D.2.hPacket Pg. 1022Attachment: 4 Fully Executed FPL - Underground Facilities Conversion Agreement - Vanderbilt 09-25-2018 (15163 : FPL UFCA) 16.D.2.hPacket Pg. 1023Attachment: 4 Fully Executed FPL - Underground Facilities Conversion Agreement - Vanderbilt 09-25-2018 (15163 : FPL UFCA) 16.D.2.hPacket Pg. 1024Attachment: 4 Fully Executed FPL - Underground Facilities Conversion Agreement - Vanderbilt 09-25-2018 (15163 : FPL UFCA) APPLICANT-LNSTALLED FACILITIES AGREEMENT FOR UNDERGROUND CONVERSIONS(WR#5686943) This Agreement,made and entered into this Iday of macC,r ,20 19 by and between the BOARD OF COMMISSIONERS FOR COLLIER COUNTY,as a governing body of the Vanderbilt Beach Beautification Municipal Service Taxing Unit, (the "Applicant"), a political subdivision of the State of Florida or county, with an address of 3299 Tamiami Trail, East, Naples, Florida 34112 and FLORIDA POWER & LIGHT COMPANY ("FPL"), a Florida corporation organized under the laws of the State of Florida, with an address of P.O. Box 14000, 700 Universe Boulevard, Juno Beach,FL 33408-0429. WITNESSETH: WHEREAS, the Applicant has executed the appropriate underground facilities conversion agreement ("Conversion Agreement") with FPL to convert certain overhead electric distribution facilities (collectively the "Existing Overhead Facilities") to underground distribution facilities collectively the "Underground Facilities"), as described in the aforementioned Conversion Agreement(hereinafter the"Conversion"); WHEREAS,the Applicant desires to perform itself, or through its Contractors, certain Work as such term is described in Exhibit A associated with the Conversion; WHEREAS, FPL is willing, subject to all the terms and conditions set forth below in this Agreement, to allow the Applicant to perform the Work based on Applicant's assurance that such Work will be in accordance with EFL's designs, instructions, standards and specifications, and such Work will not adversely impact FPL or its electric customers; NOW, THEREFORE, in recognition of the foregoing premises, and in consideration of the covenants and promises set forth herein below,FPL and Applicant do hereby agree as follows: wlflrrift—Applctshali-tomply-cvitlra'yid-abide-bytli muirentis;-terrifs - and conditions of this Agreement, the Conversion Agreement, and FPL's electric tariff(the Tariff'). 2. Conditions for Work to be Performed, Applicant shall, at its own cost and expense, perform or cause to be performed, all Work, as described in Exhibit A, in accordance with the terms and conditions of this Agreement and the standards and specifications shown in Exhibit B. The Applicant shall provide all survey and staking to ensure that all Underground Facilities are installed as shown in the Conversion Agreement and provide As-Built prints to FPL within two (2) weeks of installation, signed and certified by a Florida registered surveyor along with a FPL"Redline"document. 3, Commencement of Work. Applicant shall perform the Work, or any portion of the Work, only upon receipt of a notice to proceed containing the approved drawings, specifications and Page 1 of 7 Rev.t0f23/06) Th L I APPLICANT-INSTALLED FACILITIES AGREEMENT FOR UNDERGROUND CONVERSIONS(WR#5686943) This Agreement,made and entered into this day of rOc(ir ,20 i q ,by and between the BOARD OF COMMISSIONERS FOR COLLIER COUNTY,as a governing body of the Vanderbilt Beach Beautification Municipal Service Taxing Unit, (the "Applicant"), a political subdivision of the State of Florida or county, with an address of 3299 Tamiami.Trail, East, Naples, Florida 34112 and FLORIDA POWER & LIGHT COMPANY ("FPL"), a Florida corporation organized under the laws of the State of Florida, with an address of P.O.Box 14000, 700 Universe Boulevard, Juno Beach,FL 33408-0429. WITNESSETH: WHEREAS, the Applicant has executed the appropriate underground facilities conversion agreement ("Conversion Agreement") with FPL to convert certain overhead electric distribution facilities (collectively the `Existing Overhead Facilities") to underground distribution facilities collectively the "Underground Facilities"), as described in the aforementioned Conversion E Agreement(hereinafter the"Conversion"); WHEREAS,the Applicant desires to perform itself, or through its Contractors, certain Work as such term is described in Exhibit A associated with the Conversion; WHEREAS, FPL is willing, subject to all the terms and conditions set forth below in this Agreement,to allow the Applicant to perform the Work based on Applicant's assurance that such Work will be in accordance with I"PL's designs, instructions, standards and specifications, and such Work will not adversely impact FPL or its electric customers; NOW, '.HEREFORE, in recognition of the foregoing premises, and in consideration of the covenants and promises set forth herein below,FPL and Applicant do hereby agree as follows: 1;= Cimplime-ewitlerariff.—A-pgircant-skall-c-oitiplyamiabizlTbpihe-rquiremeats;te r s; and conditions of this Agreement, the Conversion Agreement, and FPL's electric tariff(the T ') 2. Conditions for Work to be Performed. Applicant shall, at its own cost and expense, perform or cause to be performed, all Work, as described in Exhibit A, in accordance with the terms and conditions of this Agreement and the standards and specifications shown in Exhibit B. The Applicant shall provide all survey and staking to ensure that all Underground Facilities are installed as shown in the Conversion Agreement and provide As-Built prints to FPL within two (2) weeks of installation, signed and certified by a Florida registered surveyor along with a FPL"Redline"document. 3. Commencement of Work. Applicant shall perform the Work, or any portion of the Work, only upon receipt of a notice to proceed containing the approved drawings,specifications and Page 1 of 7 Rev.10/23/06) instructions from FPL ("Notice to Proceed"). After receipt of the Notice to Proceed, Applicant shall provide written notice of intent to commence work to FPL at least five (5) days prior to commencement of such Work. Applicant shall not perform any excavation work without first notifying Sunshine State One Call for identification and marking of existing underground utilities and complying with the excavation requirements set forth in Florida Statute Chapter 556. 4. Materials. All Materials are to be supplied by FPL and shall be picked up by Applicant at the following address 2455 Port W. Rd.,Riviera Beach, FL at a mutually agreed upon time, typically with 5 business days minimum notice, but no more than 15 business days notice, unless mutually agreed upon. Alternatively, FPL will, at Applicant's expense, have the material delivered to a mutually agreed upon location. Applicant assumes liability for any materials lost, stolen or damaged once these materials are picked up by, or delivered to, the Applicant. 5. Contractors. Applicant may enter into a contract with a contractor for the performance of the Work, or any portion thereof, provided that the contractor has been approved by FPL in writing prior to execution of such contract. Applicant shall not make any substitution of any contractor for the performance of Work unless the substitution is approved by FPL in writing. The Applicant's contractor(s) shall perform ALL work as outlined within Exhibit A & Exhibit B. No contract or purchase order between Applicant and its contractor(s) shall bind or purport to bind FPL, but each contractor entering into a contract with Applicant with respect to the Work shall name FPL as an intended third-party beneficiary and include a provision permitting its assignment to FPL upon FPL's written request, following default by Applicant or termination or expiration of this Agreement. Applicant shall provide FPL with written certification from each of its contractors performing Work that all warranties, guarantees and obligations of such contractors are equivalent or better than those granted by such contractor to FPL for similar work and shall require that each such contractor name FPL as an intended third party beneficiary of such warranties, guarantees and obligations with the same,rights of,enforcement as_Applicant._ Applicant shall assign all representations,• warranties, guaranties, and obligations of all contractors at the request and direction of FPL, and without recourse to Applicant, to FPL upon default by Applicant or termination or expiration of this Agreement; provided, however, that, notwithstanding such assignment, Applicant shall be entitled to enforce each such representation, warranty, guaranty, and obligation so long as Applicant has any liability under this Agreement. Applicant hereby assigns to FPL, effective as of the termination or expiration of this Agreement, all representations,warranties, guaranties and obligations of all Contractors. 6. Right of Entry. FPL reserves the right, together with its agents or designees to enter the Jobsite as it may elect for the purpose of inspecting the Work, or constructing or installing such collateral work as it may desire,or testing,boring or surveying,or any other purpose. 7. Inspection and Correction of Deficiencies. Page 2 of 7 Rev.1013/O6) 7,1. All Work shall be properly inspected and tested, if appropriate, by Applicant and shall at all times be subject to additional inspection by FPL and its designee(s). 72. Neither the failure to make such inspection, nor the failure to discover defective workmanship, materials, or equipment, nor approval of or payment to Applicant for such Work shall prejudice the rights of FPL thereafter to correct or reject the same. 73. Applicant shall correct any deficiencies found with the Work, including but not limited to discrepancies that are inconsistent with FPL's design, instructions, standards or specifications within two (2) business days. If Applicant does not adequately rectify the identified deficiencies in the required timeframe,EFL may,at its sole discretion,perform, or have performed by its contractor the required repairs and Applicant shall pay FPL for any costs incurred. These requirements apply whether the discovery of deficiencies occurs while Applicant is performing its Work or while FPL,or its contractor,is performing its portion of the work. 7.4. If any Work or part thereof is covered over contrary to the requirements of this Agreement or the written request of FPL,it must,if required by FPL,be uncovered for observation and inspection and covered again at Applicant's sole expense. 7.5. If any Work that FPL has not specifically requested to observe and inspect prior to being covered has been covered,FPL may request to see such Work or part thereof and it shall be uncovered by Applicant. If such Work or part thereof is found to be in accordance with this Agreement,the cost of uncovering and covering again shall be paid by FPL. If such Work or part thereof fails to meet the requirements of this Agreement, Applicant shall pay all costs of uncovering, correcting, and covering again. 7.6. Applicant shall pay FPL for all time spent reviewing and inspecting Applicant's Work. . 7.7. No electric customers shall be connected to the Underground Facilities prior to all deficiencies being rectified. 8. Indemnity/Liability of Applicant. 8.1. Subject to the provisions of Florida Statute 768.28,Applicant shall protect, defend, indemnify and hold FPL free and unharmed from and against any liabilities whatsoever resulting from or in connection with this Agreement,the Conversion or in connection with the performance of the Work by the Applicant, its employees, Contractors or Contractor employees,including but not limited to payment disputes between contractor and Applicant.Nothing herein shall be construed as a waiver of sovereign immunity as provided in Florida Statute 768.28. Page 3 of 7 Rev. 10/23106) C` 82. Applicant shall assume full responsibility for all damages and all restoration arising in connection with the Work. 9. Design Work. FPL shall provide all design, instruction, standards and specifications necessary to perform the Conversion. 10. Completion of Work and Ownership. Applicant shall complete the Work by on or before October 1, 2021 and notify FPL when said Work is complete. Upon FPL's final written approval of the completion of the Work ("Acceptance"), Applicant acknowledges that all rights, title and interest, free and clear of all liens, in and to the Work shall vest in FPL. If requested by FPL, Applicant shall provide FPL, in a form acceptable to FPL, an affidavit of Applicant certifying payment of all indebtedness to all Contractors and a written release of liens from Applicant and each Contractor. 11. No Liability by FPL. FPL assumes no liability due to any damage, misunderstanding of installation drawings or specifications,or any actions due to Applicant or its Contractor. 12. Suspension for Cause: 12.1. FPL may at its sole discretion, by Notice, temporarily suspend the Work, or any portion thereof, under this Agreement when the performance by Applicant or its contractor is unsatisfactory by FPL to obtain the results required by this Agreement.If FPL invokes the right to suspend,it agrees not to unreasonably deny the Applicant from continuing to work on other unaffected portions of the project whenever possible. 12.2. The methods by which Applicant performs its Work are entirely the responsibility of Applicant. FPL's right to suspend Work is intended solely to verify that the Work being performed by Applicant and its Contractor conforms to the design, instruction, standards and specifications and shall not obligate FPL to review the efficiency, adequacy or safety of Applicant's or its Contractors methods or means of operation or construction. 12.3. Any additional costs incurred by Applicant resulting from such suspension shall be borne solely by Applicant. 12.4. If Applicant immediately corrects the unsatisfactory condition FPL shall authorize resumption of the Work. Applicant's failure to immediately effect correction of the unsatisfactory conditions shall be cause for termination of this Agreement. 13. Termination for Cause: 13.1, FPL may, upon Notice to Applicant, and without prejudice to any remedy available to FPL under law,in equity or under this Agreement,terminate the whole- or any part of this Agreement for cause and take possession of the Work without termination charge,penalty or obligation in the event Applicant fails to perform a Page 4 of 7 Ray. tO/23/O6) material obligation under this Agreement and fails to cure such material obligation default within a reasonable period of time, but in no event more than ten (10) business days, after Notice from FPL specifying the nature of such default (any such termination referred to as a"Termination for Cause"). 132. In the event of Termination for Cause by FPL,Applicant shall: a. Unless instructed otherwise in the Notice, immediately stop all Work hereunder; b. Issue no further contracts except with the prior written consent of FPL; c. Assign to FPL, to the extent requested by FPL, all rights of Applicant under contracts outstanding; d. Terminate,to the extent requested by FPL,outstanding contracts; e. Fully cooperate and refrain from hindering or interfering in any manner with any other persons or parties currently or prospectively performing the Work;and f. Take any other action toward termination, or toward preservation of the Work,that FPL may direct. 13.3. Upon a Termination for Cause, all obligations of FPL hereunder shall terminate effective immediately. Upon such Termination for Cause,FPL may either rework or take over the terminated Work and proceed to provide such materials, supplies, equipment and labor of both FPL and FPL contractors, as may be reasonably necessary to complete said Work. FPL may have any partially fabricated portion of the Work removed from Applicant's or contractor's facilities upon Notice to Applicant. Applicant shall be liable for any increase of FPL's costs, including reworkeosts,_incur edeby FPI;as_a_resnit termanafi nn of the contractfor cause. 13.4. In the event of Termination for Cause,FPL shall have no liability to Applicant for costs incurred by Applicant as a result of such termination. 14. Termination Prior to Construction. Applicant may terminate this Agreement at any time prior to the start of construction. If Applicant elects to still complete the Conversion, then the Contribution-In-Aid-of-Construction (CIAC) amount provided in the Conversion Agreement shall be revised accordingly. The revised Conversion Agreement must be executed and any additional CIAC due received by FPL prior to the start of construction. 15. Assignment. This Agreement is not assignable. Page 5 of 7 Rev.10/23106) 16. Applicant's Payments to FPL. Any monies that are owed by Applicant to FPL under this Agreement shall be paid to FPL within thirty(30)days of FPL producing an invoice. 17. Notice. As used herein, the term "Notice" shall mean any formal written correspondence providing notice of action, purpose, intent or the like given under the provisions of this Agreement. Unless otherwise provided in this Agreement, Notice shall be delivered in person, by courier or by certified mail and shall be effective when received. General correspondence is not categorized as Notice. IG ii Page 6 or 7 Rev. !Ot23/O6) IN WITNESS WHEREOF, FPL and Applicant have executed this Agreement for the provision of Applicant-Installed facilities to be effective as of the date first above written. 1 For:BOARD OF C f SSIONERS FOR COLLIER COUNTY ATTEST R TST AEST i l r Z L,CLERK e). By:f_ 1040 Y e 7-17 Att. 5 , aian'sName: \v\.U.rni,_.. V.\--)oksr,‘ZY'. signature dr 11 print or type) Title: G N.Nrrc- Nr, 1rteprintortype) By: II signature) Name: print or type) Title: I print or type) Approved as to Terms and Conditions: signature/title) 1 Approved as to Form and Legal Sufficiency: signature/title) I For:FLORIDA POWER&LIGHT COMPANY A .rov-• as , ' d 1 gality Sco R.Teach,Deputy County Attorney signature) Name:----110-r. 5 A tl a•n print or type) Title: 604 C e'r1'461.1 /' li.:w,°Ie..axt print or type) E r I CtD Page 7 of 7 Rev,10423/06) I Exhibit A WR#5686943 Work to be Performed: Applicant shall: Install all conduit and concrete products based on the attached specifications and in the locations as indicated on the attached drawings. Install cable,transformers and switch pads including the primary and secondary cable terminations and connections. 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A ii 1 1 `1tHI' . 1 Ow 1[1 11.411 foe R Dad Pill 1 t iii VMa M M lora am lni 011t/INr 000laH 0 Exhibit B WR#5686943 Standards and Specifications 3,3.1 Directional Bores--Surveyor shall provide any staking for layout, as a minimum,marking the ends and any intermediate changes in direction,in accordance with data furnished on the drawings or special instructions. Deliverables:The Surveyor will provide the company an as-built sufficient and complete enough for updating correcting the FPL Plan&Profile drawings. This may be a combination of surveyor's field notes and boring machine crew information,but in all cases it shall meet the following minimum specifications.Per FPL D.C.S.B-11.0.0,a 12 inch minimum radial separation from ALL underground utilities,e.g.communications, sewer,water lines,storm sewer,gas and other fuel lines,building foundations,etc.shall be maintained throughout the project. 3.3.1.1 Show horizontal tie to known landlines,(i.e.,right of way, section line,centerlines,etc.)or to baselines shown on the FPL drawings including,corrections,additions,deletions and bore entry and exit points 3.3,1.2 Show vertical ties(elevations)to a known benchmark, referenced to a known local datum based on NGVD 1929 or NAVD 1988 . 3.31,3 Assumed elevations are not acceptable, Boring crew ties to a temporary benchmark provided by the surveyor are acceptable.Per FPL D.C.S.A-12.0.2,ALL primary conduits are to have a minimum of 36 inches of cover,i.e. final grade to the top of conduit. 3.3,1.4 Show a total end to end(or end to PI to end)distance based on an above ground measurement. 3.3.1.5 Maximum distances between measurements shall be 50 feet. However,minimum requirements of permitting agencies shall in all cases govern. (i.e.,The South Florida Water Management district requires a measurement every ten feet.) gk o SPECIFICATIONS FOR UNDERGROUND CONDUIT INSTALLATION 1. Conduit,handhole,and transformer pad placement shall be in the easement provided and in accordance with the design drawings and field staking. 2. Use only FPL supplied conduit with FPL supplied bends. (Figure 1) 3. Glue all joints securely with FPL supplied glue. (Appendix A) 4. FPL conduit markers must be placed at all conduit ends.(Figure 1) 5. All primary and secondary conduit is to have a minimum of 36 inches of cover.(Figure 1) 6. Ali service and street light conduit is to have 24—30 inches of cover at property line. All future service stub-outs at transformerlocationstobeinstalledwith90's.Where primary,secondary,or street light conduit runs turn horizontally,36 inch radius 90 degree bends are to be used. 7. Cap all ends of the conduit with PPL supplied end caps. Denote termination point of each conduit run on the capped end,Appendix B).All conduit ends are to be terminated 1—2 feet above final grade except at transformer locations where conduit ends are to be terminated 3 inches above final grade.(Figure 3) 11. Install 1#12 copper locate wire supplied by FPL in each trench per attached specs(Figure 4). All ends of the#12 copper locatewiremustbeexposedabovegrade,and secured with a tie wrap to a piece of stubbed up conduit for future locates.(Figure 4) 9. Conduits terminated at transformer locations to be installed with templates supplied by FPL per Figure 3A,3B,or 3C according to the type oftransformer being installed.(Consult your Service Planner). 10.Concrete transformer slabs provided by FPL are to be installed level on compacted fill at final grade and oriented as shown on the FPL design drawings)(Figure 3) dIi 11.Conduits terminated at future secondary handhole locations to be installed per Figure 2.If secondary handholes are being installed at the time of conduit installation,install 45 degree bends as shown in Figure 1. 12,Primary splice handhole to be installed with electronic cable marker.(Figure 2A) 13.Install a continuous length of pull string in all conduit runs. 14.Backfill operations are to be done carefully with special attention given to utilizing clean fill,thereby assuring the elimination of rock and other scrap material to insure that the conduit will not be damaged or marking devices moved and proper compaction is achieved. TESTING AND ACCEPTANCE GUIDELINES Following notification of completed installation of underground conduits by a developer/contractor FPL will: 1, Randomly spot check the installation depth of conduits below grade at a minimum of 2 points between each primary termination point,.(transformers,splice boxes&risers)noting the measured depth on the record drawing. 2. After confirming the correct routing and integrity of a conduit run,verify that the cable markers were installed and exposed conduit ends are plugged. 3. Confirm that a continuous length of pull string has been installed in all conduit runs and verify that all conduits nms terminate in the correct locations. 4. The final acceptance of the conduit installation will occur when FPL pulls the conductor and occupies the conduit. titli li 24" Ismiimimisr 24"handhole T ii:. .. r.` r' L r I "" ' . Swnth ut/gel pods I M feed , > 5..2"conduits max. A I's"ca ! t+A 1 FINISHED PRODUCT nleamm, WHEN INSTALLING 2"CONDUITS UP TO 5 MAY BE rr -------- PLACED IN A 24'HANOMOLE Please Install all conduits within 10"of one end of the handhole.This allows cables to drape across to the other end of handhole where the i terminations will be placed such as sweetheart connectors or r2 gel port connectors.When the wires are raised out of the i handhoie this wlll allow apprcedmately 1 tr of wire above ground level making it easier for employees to work on in future situations. rte ~ : i 1 1 C. P f C . II 1 11 too 35MP! A 6' , 1 i i . i q I I m r A y l_ ,x : 1 0 IN 9+0 O i1i !. 0CrrC B" =5 -" rim , 111 1 j 0 I lit"2 ligr i if 0 s11:uy 11 ini, , s iiiC? q smin doadv 0 i ------E-- 9 rd I w 5 C i I I FIGURE 2 TYPICAL SERVICE RAND TOLE INSTALLATION 1 Tz CAPSv. FINAL GRADE ECM M Be S#590-61610-4 FIST 1,`tA PEP TO PV c HH T. .CONDUITS____ ALL ON ONE END OFHH 11111 2"-90 DEG(24"R-TWEE)BEND M&r S#I643800-6 I I FIGURE 2A 48" •PRIMARYY SPLICE HANDHOLE M&S#161-121GO.4 i 140----4r FINAL GRADE 1 1N_"":`r V ECU M dt s#590:616104 l FULLING i PULLING PULLING ESTE MUSTSXB EYE BE INSIDE THE IIAND iir 2"h51]Fil(36"R)EF34D hms 6164-x39452 E 1 1 PAD 84 CONDUIT DETAILSFIGURE3 SINGLE PHASE LOW STYLE PA. DMOUNTTRANSFORMER 1 i i L sl. 40/ AY 6„ CONCRETE TRANSFORMER PAD M it S#162-248I0-4 T 1 -6"MAX i Sax SERVICE OR i SECONDARY 1 p=PRY E PAD CONDUIT OPENING 3" TO TOP OF Ali.CONDUITS 1 AL`ORA Z111111111111111Z 1 f. FRONT ELEVATION OF PAD 1 t E i I FIGURE 3A j : ONE LOW STYLE & ONE REGULAR STYLE TRANSFORMER 1 14 80" 1 l I SINGLE PHASE SINGLE PHASE LOW STYLE REGULAR STYLE POWER TX LIGHTING TX i I 60" SECOND RY CABLE TO LIGHTING TX"--CUSTOMER CONDUIT AREA 3 I E I 281!2" ----10r 14---28112" I PRIMARY 18.5" 10" 9" PRIMARY SECONDARY 8' QO a„n+nx r'MAXitt } g1, 8"- E *- 8 3 112" WCL kk Xw FRONT OF PAD) i I I 1 t. s i E 6) i 0 I i . FIGURE 3B SINGLE PHASE LOW STYLE TRANSFORMER k 48" 1"1 SECONDARY PRIMARY 56" CONDUITS CON UITS 4- 29" I 4.. 0000 tr MAX 0000 ---T-- 13" i 4, 0° 49 112"+ 3"MAX FRONT OF PAD) 0 FIGURE 3C 1 I TWO LOW STYLE TRANSFORMERS 1 14 80" 01 1 V SINGLE PHASE SINGLE PHASE LOW STYLE LOW STYLE POWER TX LIGHTING TX 60" FPL SECONDARY CABLE TO LIGHTING TX SECICUST.CONDUITS Pill \ 28 112"---IPI 284P.... 0 88B.A4 iu SECONDARY 91,..4. SECONDARY PRIMARY r ISAX 4-.846.f...424, et_ 1 FRONT OF PAD) 1 al 0 E ASE TJX-1-17,0.1 CONDUIT DIONS FOR R TRASINNS O H ARSLOW UX-11`7.0.1 STYLE PAD 48" 14 SECONDARY PRIMARY CONDUITS CONDUITS 29" 55" 1 Q d 6"MAX 13" 1 CO 1 9 1/2" J•, i k 8„g" 13"MAX I 1 FRONT OF PAD) SEE NOTE 6 13QIEs. 1. REFERENCE I--85.0.1 OF THE DOS, 2. PAD MdtS #182-248-004. I3, ALL CONDUITS TO EXTEND 3" MAX ABOVE GROUND LEVEL. I 4, ALL CONDUIT RELATED DIMENSIONS ARE TO THE DEM OF THE DUCT UNLESS OTHERWISE INDICATED. I 5. MAINTAIN 13' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD, B, INSTALL 2" SLEEVE FOR GROUND ROD, 4B" LONG, CABLES IN REQUIRING FRONT OF ANY OTHERSCABLES V HICHSARE NNOOTMUST BE CT METEREDINSIDETHE TRANSFORMER. THE FRONT SG IS 70 AVOID t CABLE TRAINING ISSUES, FPL STANDARDS Og & UG 11ISTRIBUTXON SYSTEM STA I; i OR101NTORt SMS DRAWN 6---- Y'DIS I i APPROVEDs 1 xg 1g UPDATE NOTES ARR ELS RDH J.J MctlsOY NO 3CAl A UPDATE SINNDRAM; D RDN SUPEgyIftOR 0H/a pRODUDV DATE REVISION 01110. DRAWN APPR. SUPPOkV SERVic s 4 i CONDUIT LOCATIONS-- FOD SINGLE PHASE U —d. U ,'7,.2 REGULAR TRANSFORMERS 48" 11- 1 I 29" 55" 1 19" PRIMARY 1,10"10" SEC 13" I0 9 1/2" 10111111111 I3 1/2' 6" 90 3"MAXI 1 SEE NOTE 7 FRONT OF PAD) I NOTES: I 1. REFERENCE I-.62.0,0 OF'THE DOS, 1 2. PAD M&S il162_248-004. 1 3, ALL CONDUITS TO EXTEND 3" MAX ABOVE GROUND LEVEL. 4. ALL SECONDARY/CUSTOMER CONDUITS MUST FIT WITHIN THE 10"X13" AREA INDICATED. 6. ALL CONDUIT RELATED DIMENSIONS ARE TO THE MITER OF THE DUCT. 8. MAINTAIN B' OLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. 7, INSTALL 2" SLEEVE FOR GROUND ROD, 4a" LONG. B. ENING OF THELTX PADANOT DFRONT OFC ANY IDOTHiETHE WHICH ARE ORMER MUST OT TBE METED R D INs DE THS THE E TRANSFNT ORMER. THIS IS TO AVOID CABLE TRAINING ISSUES. ti s"'P P L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIOWATOR: MILS DRAWN BB?I BILL SSUPDATE ORAARR ELS RDH ;APPROVi Dt J.J MoEVD'NO SCALE I MATE NOTES DATE' BP SS W1NOl SERVISOR OHa PRODUCT e DRAWN SUPPO 2T S RVICES i DATE REVISION c E li 1 FIGURE 4 1 -#120 INSTALLATION When Installing conduit only(cable to be pulled later),a single#12 copper Insulated wire is to be direct burled In every trench at the same depth as the conduits. The ends of the wire are to be terminated above ground at the conduit ends as shown. This wire will allow empty plastic conduits to be located with electronic equipment. This method Is not Intended for gases where conduit Is Installed strictly for road crossings only. In these cases ECM markers should be used to mark the conduit ends. CAP ,. t•mac NYLON TIE INSULATED WIRE rri1 M&3115-0030048 GRADE a N PVC CONDUIT WHERE TO INSTALL#12C WIRE IFUT PRI(YES) Fill Nil FUT Sf;I:(NO)FUT SVC(YES)( r' C............c! ... ./. ECM TO RISER C I ; ASKt:A ST t Ftll'SEC a PNC. — TO NEXT TX FUT HH G C 0"'"......G• PNC. CM FUT SEC(YES) .1 PRI&2 FUT SVC(NO) EOM 00 4i pS F9 k DRAWING SYMBOLS CUSTOMER INSTALLED r' CAP I 3 MAX. v rWA PADSWITCHMOUNTED FPL INSTALLED FPL POLE 3N I ' I GRADE v , y ,1 r Ir,l V ' I SPVC BENDS8 0' LEO 4 111111.111• 38" RADIUS CUSTOMER INSTALLED FPL INSTALLED 2" PVC BEND 45', 36"E. CONDUIT RADIUS CAP END. TYPICAL PVC CONDUIT BEND 7PICpLpCONDUIT SWITCHENTRANCES AT RISER POLE INSTALLATION SYMBOLS CONDUCTORS -- PRIMARY EXISTING PRORDSED FPL OWNED, IN CONDUIT, WITH CONDUCTOR SIZE, METAL,I—PNC—ham— —I--PNC--i— RATED VOLTAGE INSULATION AND NEUTRAL INDICATED. CONDUCTORS — SECONDARY — STREET UGHTFPLOWNED, N CONDUIT, HWITH f CONDUCTORODPXSHOWN) 4/ IN METAL III 1/OA iii— _F AND SERVICE THREE—WI SECONDARYREIN3-2C RN> 1/0A I X THREE—VtlSERVICE. FPL OWNEDCONDUIT WITH CONDUCTOR SIZE, METAL, INSULATION AND JACKET III INDICATED. C C_.— --c-- EMPTY CONDUIT PADMOUNTED TRANSFORMER* B 15 PADMOUNTED TRANSFORMER, 10, WITH kVA RATING Fp B 15 El FRONT, OR TERMINAL CHAMBER, IS SMALL RECTANGLE AT RIGHT END OF SYMBOL. PRIMARY PHASE INDICATED) TRANSFORMER STYLE SHOWN AS FOLLOWS: (RS) -- REGULAR SIZE — 42" + HIGH, (DF) — DEAD FRONT — 32 " + HIGH, (LS) — LOW STYLE — 24" + HIGH. STRUCTURES ELECTRONIC CABLE MARKER AND OR SPLICE PIT (BURIED) B I SERVICE HANDHOLE 40 0, FPL 13 it RECOMMENDED PRACTICES FOR FIELD JOINING UN-27.0.0 OF PVC CONDUIT (USING CLEAR SOLVENT I_ UN-27.0.0 CEMENT) AND PVC CONDUIT INSTALLATION FIELD JOINING 1, EXAMINE EACH LENGTH OF CONDAND THERE NNIERIOR OR EXTERIOR IMPERFECTIONS, CRACKS, ETC. REMOVE ALL FRUIT ENSURE INSIDE CO 1 2. USING A HACKSAW, (594-40600--7) FINE TOOTH WOOD SAW, OR NYLON STRING, CUT PIPE SQUARE IF REQUIRED). REMOVE ANY BURRS AND BEVEL ANY SHARP EDGES. WIPE DRY WITH A CLEAN, DRY CLOTH. i 3. APPLY CONDUIT END. 4100-7) DO NOT POUR,LSPiASH,Y ON ORGLOBCEMENT OF BELL OR FITTING. APPLY UNIFORM COAT i i I I 1 4. IMMEDIATELY INSERT THE CONDUIT INTO THE BELL END OF FITTING ALL THE WAY TO THE INSIDE SHOULDER, ENSURE SNUG FIT AND TURN CONDUIT 1/4 TURN TO DISTRIBUTE CEMENT EVENLY. I 5. HOLD JOINT FOR APPROXIMATELY ONE MINUTE TO ALLOW CEMENT TO BEGIN SETTING. WIPE OFF EXCESS CEMENT. NOTE: MANUFACTURER RECOMMENDATIONS ARE TO ALLOW FOR A MINIMUM OF 10 MINUTES OF DRYING TIME PRIOR TO ANY BACKFILLING. WEATHER CONDITIONS MAY VARY THIS SETTING TIME.) FIELD INSTALLATION 1, LAY CONDUIT RUN INTO TRENCH. DO NOT KICK, THROW OR SLAM IT INI 2. SURROUNDING TRENCH BACKFILL MUST BE FREE OF LARGE OR SHARP ROCKS, CINDERS OR OTHER DEBRIS WHICH WILL DAMAGE CONDUITS DURING BACKFILL OPERATION OR SUBSEQUENT COMPACTION. 3. IN CORAL ROCK AREAS, IT IS RECOMMENDED THAT HAND BACKFILLING FOR THE FIRST 3 TO 6 INCHES BE PERFORMED. s. 4. INSTALL PLUGS OR END BELLS ON ALL VACANT DUCTS, AS REQUIRED. I 5. THE FINISHED CONDUIT RUN SHALL BE RODDED IN AN APPROVED MANNER (I.E. WINCH LINE, MANDREL, ETC.) TO VERIFY CONTINUITY AND CLEANLINESS. (NOTE: NO CONDUIT RUN SHALL BE ACCEPTED AS PROPERLY INSTALLED UNLESS FREE PASSAGE IS OBTAINED AND VERIFIED BY FPL SUPERVISION.) 1 it OH & UG DISTRIBUTION SYSTEM STANDARDS N ••• ORIGINATOR; CM DRAWN BY: BC RAP JE3 JJM DATE:9-30-94 APPROVED: ,J. SALESKY NO SCALE I 7/18/01 UPDATE DRAWING (TEXT) DIREfop, R,.), R5OPERATINSN ENGINEERING NO. DATE REVISION ORIG. DRAWN APPR. OW IDENTIFICATION OF UNDERGROUNDIUV-12.0.0 I CABLES AND VACANT CONDUITS M7-12.0.0 GENERAL ALL UNDERGROUND CIRCUITS SHOULD BE IDENTIFIED WHERE APPLICABLE AS FOLLOWS: FEEDER NUMBER SWITCH NUMBER PHASECONDUCTOR SIZE, METAL, TYPE INSULATION AND VOLTAGE RATE (IF NOT SAME AS OPERATING VOLTAGE) SOURCE OR DIRECTION OF FEED OWNERSHIP ADDRESS OF BUILDING SERVED TLM NUMBERDATEOFFAILURE ON SECTION OF CABLE (DIRECT BURIED ONLY) ANY UNUSUAL CONDITIONS, I.E, CABLE IN CONDUIT, PARTIALLY IN CONDUIT, DIRECT BURIED, ETC. ALL CIRCUITS AND VACANT CONDUITS SHOULD BE APPROPRIATELY ONTEED TRANSFORMEEACH RS,S, ORMINAL OR OLES, ITING WHEN THET AND CIRCUITALL VACANT INTERMEDIATE LOCATIONS SUCH AS VAULTS, MANHOLES, CANNOT BE SHOWN ON ONE TAG, NDUIT IS OWNED BY OTHER THANAUSE ADDITION POWER L TAGS. UGHT COMPANY, SHOW CUST ON APPROPRIATE TAG, IF NECESSARY INFORMATION INFORMATION WILL BE PLACED ON APPROVED TAGS SHOWN BELOW IN THE MANNER DESCRIBED FOR THE PARTICULAR CONDITION. 3/16" HOLE o 1 4" HOLES s I T DAPORTANT I o WHITE 2-1 2" USE INDEUSI-E 1-1 f 2"D. 0 0 2„ MAAONRYNiMPEN I 0 F fiAR E 1 f549-501-0D4) I PLAIN PLASTIC TAG WITH tee, ROUND CLEAR COVER M&S #549-340-0011 3„ M&S 549-378-CDs) 2-1/2'3 „ I ALUMINUM TAGS RECTANGULAR USE STEEL STENCIL) M&S #549-341-007 SERVICE OWNERSHIP TAGS I PLACE INSIDE METER CAN, USE TIE WRAP TO ATTACH TAG TO CONDUCTORS, PRINT ADDRESS USING KING PEN (M&S #549-60t00-4 Ie 3/16" HOLES 0 0 1/4" HOLES o 0 uoMsr DYER MID Ei 1-1/4"D. o'm amr 2-1/2pt. PLASTIC TAG WI CLEAR oni mak--- 2-12 car"m COVER FOR SERVIOEs Hsou 9 M&S 549-378-009)P10"1"11:41------, ROUND (FIBERGLASS) M&S f549-338-0081.--2-1/2'2-4.1I{--_2--1/2" UNDERGROUND DUCT & MANHOLE SYSTEMSUSEALUMINUMTAGS, AFFIXED TO CABLES WITH#12C-TW ON ALL CIRCUITS IN UNDERGROUND SYSTEMS, SUCH AS SUBWAY VAULTS,MANHOLES, RISER POLES, ECT. ROUND ALUMINUM TAGS ARE FOR FEEDER NUMBER AND PHASE IDENTIFICATION, RECTANGULAR ALUMINUM TAGS I ARE USED FOR ALL OTHER IDENTIFICATION PURPOSES FOR EXAMPLE, ON ISOLATED NEUTRAL CONDUCTORS OF PILO CABLES, ETC,DIRECT BURIED AND CABLE IN CONDUIT SYSTEMS I USE PLASTIC TAGS AS SHOWN IN FIGURE 2 (M&S 549-378-009) FOR CUSTOMER IDENTIFICATION AT LOCATIONS THAT WILL BE SUBJECTED i TO SUNUGHT, SUCH AS RISERS, AND ALSO IN URD APPUCATIONS FOR IDENTIFYING SERVICES, SUCH AS PADMOUNTI33 TRANSFORMERS AND PPLASTIC T8, SE ELAIN EAR, UVTRESISTANT FLAP{ N TO REDUCE GURE I FADING AND M&S 3WEATHERING. AIN LLWR10 SECONDSNMINIMUM DRYING TIME TO 1 LICATIONS. REVETSM HAVEG AFOREPREVENTSMEARINGBEFORE ADHERING THE CLEAR FLAP, FASTEN PLASTIC TAG TO CABLE WITH 5-'314" BLACK TIE-WRAPS M&S I 534-250-001) OR 12" BLACK PLASTIC TIE-WRAPS (M&s 534-253-000). I EXAMPLE OF MARKING SECONDARY CABLESSVTO i FUTURE s L'I' (STREET DDRESS) 392.8 , y ST. LT. TO N&W 1/771 3800 f i I t 2 LIGHTS 1_4;1417: - a 4 f - •USE ADDRESS NUM=ER I R ON EACH SV INSIDE TX. TO HH TO TX TO HH TO HH lubb EAST WEST EAST WEST J`QU'' Ems;, HOUSE ADDRESS NUMBER MULTITAP CONNECTORS r METE 1 _1= TO JUNCT10Id TO Int O 0 TX 0 AN ORWES BOX WESTTO TXOTOHH39:8' - 3988* WEST EAST SUPERSEDES UV-12.0,0 lim., rWEST H EAST LAST REV{SED ON 3/15/91 TON F P L PAREAST LE ' NUMBERSTREET ADDRESSEACOH & UG DISTRIBUTION SYSTEM STANDARDS IN SERVICE 3 0/15/09 UPDATE DRAWING AR FIS JRD DEW gY' VORIGINATOR' RJO C -— O T 2 9/29/09 UPDATE DWO AND NOTES OAP ELS TIM I Tile/01 REVISED TEXT MD ADDED A DETAIL DMD. RAP JES JJM DATE:9-30-94 APPROVED: R.J. SALFssiC! NO SCALE CHANGED NOTESES AND DAND IVO MLO _ RJ5 DIRECTOR, DISTRIBUMIN ENGINEERING icy. 0 9/D0/94 REVISED AND DIMENSIONS ORIO, DRAWN APPR, AND OPERATIONS SERVICES I N0. DATE REVISION r r: i D--15.0,1 STAKING INFORMATION I D-15.0.1 EXHIBIT "A") E1.6.6.8NORMALLY ON A PVC OR WIRE STAFF, ARE USED IF FIELD CONDITIONS ALLOW CLEAR SIGHT OF THE FLAGS, NOT TO BE USED WHEN FACE STAKING. FLAGS SHALL BE A MINIMUM OF 4" x 5" WITH A 21" WIRE. FLAG MARKINGSTHEAPPROPRIATEPREPRINTED TYPE MAY DE USED IF FIELD CONDITIONS ALLOW, RAGS SHALL DE PINK LETTERS ON WHITE FUG AND PREPRINTED AS FOLLOWS PROPOSED FPL POLE, PROPOSED FPL ANCHOR, PROPOSED FPI. TRANSFORMER PAD, PROPOSED Q FPL TRENCH, DPROPOSEDFPLELECTRONICCABLEMARKER, PROPOSED FPL HAND HOLE STAKES NORMALLY ARE 24" TO 48" ONE BY TWO'S DEPENDING ON LOCAL PRACTICES AND AVAILABILITY. B" TWO BY TWO'S CALLED HUBS", ARE DRIVEN FLUSHEWITH THEA STABILITYBILITY IS NEEDED, SUCH AS COW PASTURES, UNPAVED DRIVING AREAS, ETC, AND ARE US STAKE MARKINGSDEPENDINGONSURFACE CONDITIONS AT THE WORK LOCATION DIFFERENT METHODS OF STAKING MAY BE USED. IN EARTH, STAKESORHUBSWILLBEUSED. NAILS, DISCS AND PAINT WILL BE USED IN PAVEMENT OF ASPHALTIC COMPOSITION, AND CONCRETE WILLBEMARKEDANDPAINTED. WHERE DEFINITE POINTS OF ALIGNMENT ARE REQUIRED, SUCH AS RIGHT OF WAYS OR IN FACE STAKING.HUBS WILL HAVE NAILS DRIVEN INTO THEM, NAILS AND DISCS WILL BE USED ON ASPHALT, AND CONCRETE WILL BE DRILLED AND PAINTED TO INDICATE THOSE POINTS. REGARDLESS OF THE LOCATION'S CONDITION, OR OF THE METHOD OF STAKING USED, CERTAIN MARKINGS MAY BE USED BY THE ISURVEYCREWTOINDICATETOTHEAPPROPRIATEWORKINGCREWWHATEACHSTAKEDLOCATIONREPRESENTS. THE FOLLOWING ISALISTOFTHEMOSTCOMMONLYUSEDMARKINGS. ON THE STAKES, THESE MARKING WILL. BE ON THE 2" SIDES. ON PAVED SURFACES, THESE MARKINGS WILL BE PAINTED. 1, "ANC" — INDICATES LOCATION OF THE EYE OF THE ANCHOR ROD, 2. "A C" — INDICATES LOCATION OF THE EYE OF THE ANCHOR ROD. 3. "F L" — INDICATES MARKINGS ON PAVEMENT (IF EXISTING) PERPENDICULAR AND IN CLOSE PROXIMITY TO THE POLE LOCATION. 4, POLE CENTER STAKING SYMBOLS — ANY ONE OF THE FOLLOWING DETERMINES LOCATION OF THE CENTER OF THE POLE. A.) "CTR. POLE" OR "POLE" MARKED ON A STAKE. B.) "0" OR "0" WITH "POLE" IN THE CENTER, ON PAVED SURFACES OR SIDEWALK. (A NAIL & DISK WITH RIBBON MARKED "POLE" MAY ALSO BE USED.) 5. "(i,TRENCH" OR "q,FPL TRENCH" — INDICATES CENTER LINE ALONG WHICH A TRENCH IS TO BE DUG, 6. "IX A " OR "CTR IX PAD" — INDICATES THE LOCATION OF THE CENTER OF A TRANSFORMER PAD. 7. "10' 0/S Q TX PAD" & TRANSFORMER PAD, ALONG ITS CENTER Q TX PAD" — OFFSET REFERENCE INE PERPENDICULAR TO TRENCH.£ CENTER OF I I 8. "CTR HANDHOLE" — LOCATION OF CENTER OF HANDHOLE, G. "10' 0/S Ck` HANDHOLE" & "20' 0/5 q HANDHOLE" — OFFSET REFERENCE STAKE 10' & 20' FROM THE CENTER OF "ME THE HANDHOLE ALONG ITS CENTERLINE PERPENDICULAR TO TRENCH. 10, "CTR MARKER" — LOCATION OF THE CENTER THE MARKER. 11. " 10' 0/S Q MARKER" & "20' 0/5 q MARKER" OFFSET REFERENCE STAKE 10' & 20' FROM CENTER OF MARKER PERPENDICULAR TO TRENCH. 12. " " — GRADE tWRE NECESSARY, ON INDICATING NUMERICALLY HOW MUCH TO CUTOR FILL MAY BE PRESENT OFFSET REFERENE13. "i" — CCAN BEED FOR OFFSET PPAINTUSIJRPOSES+NG ) PERPEND{CUUJi AND IN CLOSE PROXIMITY TO THE HAND HOLE yt 14. "MKR" — OFFSET REFERENCE PAINT MARK ON PAVEMENT (IF EXISTING) PERPENDICULAR AND IN CLOSE PROXIMITY TO THE MARKER. CAN BE USED FOR OFFSET PURPOSES. OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR{ PMG DRAWN BY: RAS 1 9/04/01 UPDATED DRAWING (TITLE&TEXT) OPM ./ES OM_ UA7El g/09/98 APPROVED: J.J.{{MCEVOY NO SCALE 0 8/09/98 OW NQE PAGE FORMAT PMS ms JJM Su HUMP Rt' S f_ DOS PRODUCT I NO. DATE REVISION ORIG, DRAWN APPR,ERVC 0 D-15.0.2 STAKING INFORMATION D-15.0.2 EXHIBIT "A") AND PLASTIC RIBBONS MAY BE USED FOR IDENTIFYING STAKES, THE FOLLOWING A.P,W.A COLORS HAVE BEEN ri COLOR CRAYONS, PAINTS, v . ADOPTED STATEWIDE AS STANDARD; 14 Is WHITE PROPOSED EXCAVATION PINK TEMPORARY SURVEY MARKINGS RED ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING CABLES YELLOW GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS ORANGE COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT BLUE PORTABLE WATER PURPLE RECLAIMED WATER, IRRIGATION AND SLURRY LINES GREEN SEWER AND DRAIN LINES BE RED AS ANSI ISS-NBS VIVID USED FLORIDA. HIS COLUGITT OR ICOMPANY AVAILABLEG A ILSPRAuPAINT UNDERSM&S#504-17100-5. DARD CWHITE pER AP.W.A. WILL BE RAYONS AND PLASTIC.RIBBONS USED FOR STAKING FPBct FPROPOSED SHOULD APPROXIMATE THESE FACILITIES. COLORS. i I FPL OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: PMG DRAWN BY: RIS JJM 1 9/04/01 UPDATE DRAWING AND TEXT) DATES/09/9SS/O9/9S APPROVEDI Jot MCEVOY NO SCALE O 8/09/98 CHANGE PAGEE FDRMAT PMO DPM JES FOjai SUPERVISOR DH UO PRODUOT N0. DATE REVISION ORIG. DRAWN APPR. SUPPORT' SERVICES CAO 1 D-15"0.3 I STAKING INFORMATION LD-15.0.3 EXHIBIT "A") i POLILAND ANCHOR STAKING j 1. AN ANCHOR STAKE LOCATION REPRESENTS THE LOCATION OF THE EYE OF THE ANCHOR ROD. 2. PROPERTY WILL BE CONCRETE POLES CENTER STAKED, POLES SHOULD ALSOB ECAENTERY D WOOD POLES STAKED WHEN IT THAT S NOT NECESSARY TO IN D HAVE AN EXTREMELY ACCURATE POLE SETTING, j a j POLE LOCATION CENTER STAKED i EXISTING POLE LINE X 1•— 80' 7 1 250'± 2S0'± 250'± 250'± 250'±X 1 1 - Q Q QO OO 0 '- X i FIGURE 1 ••POLES O2 -7O ARE CENTER STAKED 3, WHERE MORE ACCURATE POLE SETTING IS REQUIRED, SUCH AS AT THE RIGHT-OF-WAY LINE OR THREE INCHES BACKOFTHECURB, THE POLE MAY BE FACE STAKED. A STRING PULLED BETWEEN TWO ADJACENT STAKES, MARKED AS FOLLOWS, i DETERMINES THE SPECIFIIED FACETLOCATION, A NIELO FACE NECESSARY THESEFS OR MARKINGSKINSTREGT MAY BE ABBREVIATED OR SPELLED OUT. E. THE FIED F MINIMUM F THEFPLE WILLIBESAGAINST. THE SHOULD BE THIRD TIEKED. S THWO EFPOLESE MUST DOWN AS TORTS LATERAMINE THE LIPOSITINE ON BETWEENTHE1 I FIRST TWO. I STAKES C 13' MIN. IV111VARIES 1111/ i BACK OF CURB, A i PROPERTY LINE CRITICAL DIMENSION (MAY BE "0" ZERO) {+ I' OR RJW Iil FIGURE 2 z_ A" Se "8" ARE MARKED (AS IN "STAKE MARKINGS").TO INDICATE WHAT FACE OF THE POLE IS TO BE DETERMINED i BY THEIR LOCATION. A NAIL WILL BE DRIVEN INTO EACH HUB, HOLES WILL BE DRILLED AND MARKED ONCbNCRETE, AND NAIL AND DISCS WILL BE USED ON ASPHALT TO AID IN ALIGNMENT. "C" IS MARKED FROM A" TO "B". POLE THAT THE NUMBERS ON BE LOCATED STAKEOMAY BE PRESG ENAXIS, AID INEIDENTIFCATION. LINE Pr8FPL OH & UG DISTRIBUTION SYSTEM STANDARDS i ORIGINATOR: PMO DRAWN BY: RAS t 9/04/01 UPDATE DRAWING (TITLE AND TEXT) DPM LIES OM PMO RAS JJM DAIS;LL/OB/9B APPROVED: J.J. MCEVOY NO SCALE 0 B/09/D8 CW NGE PACE FORMAI SUPSUPPORT SOHMUCTESROOUOT s NO. DATE REVISION ORIG, DRAWN APPR.ERAC Gip D-15.0.4 u STAKING INFORMATION D-15.0,4 TRANSFORMER PAD. HANDHo1,E lc MARKER STAKING 1, TRANSFORMERS, PADS AND MARKERS ARE MOST OFTEN POSITIONED AT OR NEAR THE TRENCH CENTERLINE. AS A RESULT THE STAKES ARE USUALLY DUG UP DURING TRENCHING, OFFSET OR FACE STAKES ARE USEFUL TO`THE CONSTRUCTION FORCES To RE-ESTABLISH THE LOCATION OF THE FACILITIES AFTER TRENCHING, STAKE CENTER LINE of HANDHOLE & MARKERS. PARTICULARLYME t FOR TRANSFOG SKETCHES RMER PAADS,UT OFFSETMPLES oF FACE STAKING AND REEFERENCE STAAKESFSET RMAY RECE NEEDEDNG. FAcE AT TIMES IFATREESING SORROTHERED, OBSTRUCTIONS PREVENT THE USE OF FACE STAKES, ADDITIONAL STAKES SUCH AS CORNER STAKES MAY BE USED TO SUIT ILOCALCONDITIONS. 2. WHERE GRADE STAKES ARE REQUIRED, INSTALL AFTER TRENCHING AT PAD OR HANDHOLE. D TRANSFORMER PAD. HANDHOLE. MARKER & MANHOLE STAKING 1, THE FOLLOWfNG TABLE GIVES THE DIMENSIONS OF THE CONCRETE TRANSFORMER PADS TO ND IN ACCURATE STAKING, PAD TYPE W L APPLICATION UX-116 6'-8" 5'-O" 30 LF PM W/SECT. UX-116 8'--0" 5'-Q" 30 &20 W/o SECT, & 30 OF W/SECT. UX-117 4'-O" 4'-7" ALL 10 UX-118 8'-10" 1O'-G" PADMOUNTED AUTOTRANSFORMER UN-18 10' 5' FEEDER SPLICE BOX LENGTH AND WIDTH OF CONCRETE PADS FACE STAKE RKFACESTAKE n{ PADo o/S EASEMENT LINE 10' 1AARKED 1o' 0/S I 10' TX OFFSET REFERENCE STAKES 10 PAD EASEMENT LINE c FPL TRENC sNOWN BIr=r11 I 10' STA_K7XEPAORFRONT 12" PROPOSED PAD-\ SA EPMARKED I t TX 10' Q PA' iprdi lot pown NM wal SAOWN FPL TRENC FACSTAKE R FIGURE 3 - FRONT LOT URD CONSTRUCTION FIGURE 4 - FRONT LOT URD CONSTRUCTION FACE STAKINGQ OFFSET STAKING EASEMENT LINE...„*.. PROPOSED PAD FPL TRENCH\PROPOSED FPL t 1 TRANSFORMER PAD" FLAGS CORNER TX PAD" STAKES CE R\W FIGURE 5 - FRONT LOT URD CONSTRUCTION TRENCH STAKING FACE STAKING CENTER LINE OF TRENCH STAKES SHOULD BE APPROXIMATELY 50' APART EXCEPT ON CURVES,)WHERE 26' OR 30' SEPARATION DIFFERENT HODS OFSNAILSASTAKING,SUCHSTHEREESTAK PER MINIMUM BE USEDES ( IF LOCAL COND fiOHSyREQUIRE THEM CORNER". F P L q OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATORS PM0 DRAWN DY: RAS i 9/04/01 UPDATE DRAWING (RTLE AND TEXT) , DPM JES JJM 0 6/09/96 CHANGE PAGE FORMAT PMD RAS JJ DATE:8/09/86 APPROVED: J,J, MCEVOY NO SCALE SUPERVISOR, OH UO PRODUCT t NO. DATE REVISION BRIG. DRAWN APPR. SUPPORTS ES t CABLE IN CONDUIT (CIC) S UN-X8.0.0UN-28.0.0INSTALLATION GUIDELINE FOR REFERENCE ONLY" DIRECTIONAL BORETHEUSEOFCICFOR DIRECTIONAL BORING APPLICATIONS SHOULD BE LIMITED TO MAINLY STRAIGHT, POINT TO POINT RUNS.MOST CONTRACTORS WILL NOT INSTALL DIRECTIONAL BORED GIG WHERE THERE ARE MANY BENDS DUE TO THE BENDING SSUUCHSCONDITIONSITHEREBY LOSINGWILL ENCOUNTER. ANY ADVANTAGE TOHE DESIGNING LE WILL WITHECIC. HOWEVER, CICTHE WILL PROVIDE UNDER AND DE VERY GOOD LABOR SAVING ADVANTAGES WHEN EMPLOYED IN STRAIGHT LENGTH BORES. THE REEL TRAILER SHOULD BE SET UP TO PAY OUT THE CIC FROM UNDER THE REEL DRUM. (SEE FIGURE 2.) FOR TERMINATING AND CUTTING OF GIC, REFER TO INSTRUCTIONS UNDER "OPEN TRENCH°, WHEN FIRST CONSIDERING THIS TYPE OF INSTALLATION, IT IS ADVISABLE TO REVIEW THE DESIGN WITH AN EXPERIENCE I DESIGNER, THE CONTRACT ADMINISTRATION COORDINATOR AND THE CONTRACTOR, AS NEEDED, OPEN TRENCH MAINTAIN A UNIFORMLY FLAT OR GRADUALLY CHANGING TRENCH BY REMOVING VERY LARGE ROCKS. (SEE FIGURE1.) I ..•• POSITION THE REEL SO THAT THE CONDUIT PAYS OUT FROM BELOW THE REEL DRUM AND A5 NEAR TO THE CENTER LINE OF THE TRENCH AS POSSIBLE. AVOID REVERSE BENDING AND OVER SPINNING OF THE REEL DRUM DURING PAY OUT. (SEE FiGURE2,) DURING INSTALLATION AVOID SWAYING AND KINKING OF THE DUCT. (SEE FIGURE 3.) DEPENDING ON THE LENGHTH OF THE RUN, DETERMINE WEATHER TO PAY OUT THE CIC ALONG THE TRENCH UNE OR TO SIMPLY CUT THE DESIRED LENGTH AS REQUIRED. (REFER TO TABLE 1 FOR REEL LENGTH AND OTHER DATA) SEAL THE CIC AND, IF DESIRED, INSTALL A CABLE PULLING GRIP AT THE INSTALLING END (M&S {593-728-001), WHEN ENCOUNTERING OBSTRUCTIONS SUCH AS UTILITY LATERALS, FEED THE DUCT END BEYOND THE DESIRED ANGLE AND THEN ROLLING TO THE VERTICAL POSITION. (SEE FIGURE 4.) DO NOT EXCEED MINIMUM BENDING TO ALLOW FOR A GRADUAL BEND. (SEE FIGURE 5.) FOR TERMINATIONS INTO A PAD OR A RISER, THERE IS NO NEED TO TRANSITION TO A PVC BEND SO LONG AS THEMINIMUMBENDINGRADIUSISNOTEXCEEDED. THIS WILL BE THE CASE IN THE MAJORITY OF INSTALLATIONS, IF THERE IS A NEED TO TRANSITION OD)IS REQUVRED AND WILL HOLD A 2" PC BEND, USE THE 2" PEDUCT PVCCOUPLING THECICEND. 1-470--006). BONDUIT ADHESIVE KIT, M&S #822 USE ONLY APPROVED DUCT AND CABLE CUTTING TOOLS. (M&S #594-406--058 FOR DUCT & M&S #593-557-001 FOR CABLE). UNWINDING CIC WILL RESULT IN THE CONDUCTOR LENGTH BEING SHORTER THAN DUCT LENGTH. ALLOW ABOUT 15' OF CONDUCTOR LENGTH SHORTAGE FOR EACH 1000' OF CIC TO BE INSTALLED, OR ROUGHLY 1.5% OF CIC UNROLLED. POINTS ( PADS OALLOW FOR CIC AT THE STARTING END AS CALCUTED. R RISERS).ECUTATHE DUCT BACK, EXPOSING THE CABLE SO ASOTOI KEWISE LEAVE A MINIMUMATATING OF 3" PE DUCT ABOVEERISER. PRIOR TO INSTALLING TERMINATIONS OR SPLICES, SLIP A 2" COLD SHRINK TUBE (M&S #163-010-001) OVER EACH CABLE AND DUCT END. SEAL THE CIC BY UNWINDING THE TUBE AFTER ALL TERMINATIONS OR SPLICES ARE COMPLETE (SEE ILLUSTRATION BELOW). MECA UNITS ARE AVAILABLE IN SECTION 4925. FOR ROAD CROSSINGS, INSTALL A 5" PVC DUCT PRIOR TO ROAD PAVING. PUSH THE G1C THROUGH AT THESE LOCATIONS, SEE FIGURE 6 FOR BACKFILL RECOMMENDATIONS). SIX111, QLD SHRINK Mks # 363-01000-1) CABLE COLO SHRINK CON) R INSTALLED) I FPL2-0 U N OH & UG DISTRIBUTION SYSTEM STANDARDS 2 4/13/16 UPDATE TIRE ARR ELS RDN ORIGINATOR: BLS DRAWN BY RAS 1 2/22/11 UPDATE NOTES ARR ELS _BXN JAI )AcEVOY REVISED )A&S IN 8TH PARAGRAPH AND BLM RAS JJM DATE:8/0/08 APPROVEDI 0 8^8-98 PVC DUCT WE M PARAGRAPH D. REVISION ORIO, DRAWN APPR, SUPERVISOR DH/U0 SERVICES PRODUCT NO. DA E SUPP0 T S CES ND SCALE 1 DIRECTIONAL BORING UN-28.0.2 DIRECTIONAL GUIDELINES UN-28.Q.2 DESIGN coNSIDER.ATIONSWHEREDIRECTBURIEDCABLE IS TO BE REPLACED WITH CABLE IN DUCT, DIRECTIONAL BORING SHOULD BE THE METHOD OF CHOICE WHENTHECABLEISBURIEDUNDEREXISTINGROADWAYS, DRNEWAYS, PARKING LOTS, EXPENSIVELY LANDSCAPED AREAS. ADDITIONAL FACTORS THATWILLHAVETOBECONSIDEREDFOREACHJOBINCLUDECUSTOMERSATISFACTION, SOD AND ASPHALT RESTORATION COSTS, ANDACCESSIBILITYTOEQUIPMENT, SMALL BORING RIGS WILL FIT THROUGH A 3 FOOT CHAIN LINK GATE. FOR WATER CROSSINGS WHERE CLX CABLE IS TO BE REPLACED IN ENVIRONMENTALLY SENSITIVE AREAS, CONSIDER THAT SEVERAL FPLDIRECTIONALBORINGCONTRACTORSHAVEEQUIPMENTANDEXPERIENCEFORBORESUPTO3,000 FEET, SPECIAL REEL LENGTHS OF FEEDERCABLEWOULDBEREQUIRED. CABLE PULL CALCULATIONS WOULD ALSO HAVE TO BE CONSIDERED. BUTT FUSING OF THE PE DUCT END TO •END IS REQUIRED FOR THESE BORES. CORE SAMPLES BELOW THE WATER BOTTOM WILL BE REQUIRED. CONTACT THE ENVIRONMENTAL DEPT. DURING THE PLANNING PHASE. WHETHER THE JOB IS FOR A WATER CROSSING OR FOR URD REPLACEMENT, AN OPEN AREA FOR EQUIPMENT SET UP WILL BE REQUIRED (l.E. SURRYIAND WATER TRUCKS WILL BE NEEDED ADDITIONALLY. DIS100 CUSS THIS WITH CONTRACTOR PLANNINGLARGER TRACK ANDSTRATEGYN AREA FDEPOR T.AND THE BENTONITEE CONTRACTOR. RAIL ROAD CROSSINGS CAN BE DONE USING JACK AND BORE AND DIRECTIONAL BORING METHODS, CONTACT THE RAIL COMPANY ASREQUIRED, PRIOR TO ENGINEERING THE JOB. NORMALLY, A MINIMUM DEPTH OF LOFT, PLUS THE BORE DIAMETER BELOW THE TRACKS WILLBEREQUIREDWHENPECONDUITISUSED. FOR SHORT LENGTH BORES {NORMALLY UNDER 100 FEET) SMALLER DIRECTIONALLY GUIDEDBORINGEQUIPMENTISPROVIDEDBYSOMECONTRACTORSORMAYBEAVAILABLETHROUGHYOURLOCALTOOLCOORDINATOR. THESE SMALLERBORINGTOOLSARECOMMONLYTERMED "BULLETS" AND SOME CAN BE GUIDED. FOR LONGER LENGTH BORES, USE TABLE 1 BELOW FOR REFERENCE,TABLE 1 CONDUIT W/MINIMUM CONDUIT W/MINIMUM DUCT SIZE SDR TENSILE YIELD = 3000PSI TENSILE YIELD = 3500PSI SPF (LB-F) SPL (FT) SPF (1.13-F) SRL (FT) 2° 13.5 1386 3718 1616 4338 E 6" 11 12991 3718 15158 4335 8" 9 26313 3718 30699 4338 10" 9 40877 3719 47690 4340 SPF = SAFE PULL FORCE SPL = SAFE PULL LENGTH ENGINEEBIblaMECAUNITS ARE LOCATED IN THE MEGA SYMBOL CATALOG SECTION 4925 AND 4937, ACCESS PITS WILL BE REQUIRED AT TERMINATIONPOINTSANDATLOCATIONSWHEREA90DEGREETURNISREQUIRED. CUL-DE-SAC AREAS MAY REQUIRE ACCESS PITS TO COMPLETE. PLANANDPROFILEDRAWINGSAREBEST, AND MAY BE REQUIRED FOR AS-BUILT PURPOSES AS NEEDED. CALL FOR BORING PER LOCATION IN THENOTES, FOR PE DUCT LENGTHS REFER TO TABLE 2. FOR SPECIAL CABLE REEL LENGTHS CONTACT THE RESPONSIBLE PRODUCT ENGINEER.FOR ACCESS PIT LOCATIONS, OR WHERE CONNECTING TO A PVC BEND. USE PLASTIC COUPLINGS USING BONDUIT ADHESIVE M&S522-142--000, PE CONDUIT CAN NOT BE GLUED WITH PVC CEMENT. THESE COUPLINGS CAN BE INVENTORIED THROUGH MEGA AS NEEDED. SEE TABLE 3.) FOR ADDITIONAL INFORMATION OR SPECIAL CONDITIONS, SEE TABLE 1 AND 2, AND CONTACT THE sME (SUBJECT MATTER EXPERT) RESPONSIBLE DESIGNOAREILs SEE TABLEJOINING MNI,G PVC-TO-PLY OR PVC-TO-FIBERGLASS, USE A STRAIGHT PVS COUPLING ADHESIVE KIT ND G F TABLE 2 TABLE 3 AVERAGE MINIMUM MINIMUM LUBRICANT M&S # COUPLING SIZE OUTSIDE INSIDE BEND REEL WEIGHT SPONGE 184_466--009 1° PVC TO 1" PVC DUCT DUCT SIZE .SDR DIAMETER DIAMETER RADIUS *LENGTH (LBS/FT) SPREADER 164-470-006 2" PVG TO 2" PVC M&S INCHES)INCHES} (INCHES) (INCHES) (FEET) Macs 184-76200-7 2 13.5 2.375 1,98 35 3000 .5261.95/FT 595-439-103 164-453-004 4" PVC TO 4° PVC 184-76320-8 6 11 6.625 5,33 42 450 4.9441.2S/Ff 595-439-405 164-445-020 4" PVC TO 2" PVC 164-449-007 5" PVC TO 5" PVC 164-763-800 8 9 8.625 6.6 B8 40 10.001 LB5/Ff 184-448-001 4" PVC TO 5" PVC 184-763-810 10 9 10.75 8.218 215 40 15.534LBS/FT 164-450-005 6" PVC TO 6° PVC 164-763-900 20 11.5 19.762 16.148 20 164-447-004 5° PVC TO 6" PVC 164-446-000 FOR To HOPEPSTEEL VALUES SHOWN ARE ACCORDING TO PLASTICS PIPE INSTITUTE GENERAL INDUSTRY BONDUIT ADHESIVE KIT M&S #522_142-000 STANDARDS. IF NEEDED, CONSULT WITH CONDUIT SME FOR ADDITIONAL INFORMATION, DISPENSING TOOL M&S #f593-760-000 F P L OH & UG DISTRIBUTION SYSTEM STANDARDS 10 9/2118 UPDATE TABLE 2 ARR ELS RDH DRAWN BY: RAs a 7/26/18 UPDATE NOTES ARR ELS RAN ORIGINATOR: BLM DATE 8/9/68 APPROVED: 4.4 MuEVOY NO SCALE 8 4/20/16 UPDATE TABLE 2 ARR ELS RDH 7 2/17/16 ADPSQ TABLE ARR ELS RDEL SUPERVISOR, off/UG PRODUCT NO, DATE REVISION ORM. DRAWN APPR. SUPPORT SERVICES C UN--28.0.3 DIRECTIONAL BORE UN-28.0.3 INSTALLATION GUIDELINES I CONSTRUCTION AND INSTALLATION AFTER SET UP, THE DRILL FRAME IS ANCHORED TO THE GROUND AT A SHALLOW APPROACH ANGLE. USING FLEXIBLESTEELBORINGRODS, AVAILABLE IN VARYING WIDTHS AS REQUIRED, A STEERABLE BORING HEAD IS THEN USED TOADVANCETHROUGHTHEGROUND, LEVELING AND EXITING WHERE REQUIRED, THESE RODS ARE AT TIMES REFERRED TO AS A "DRILL STRING". THE HEAD CONSISTS OF A JET BIT OR DOWN HOLE MUD MOTOR, THE DRILL HEAD HAS AN ANGLED FACE. WHEN ROTATED, IT ADVANCES FORWARD. WITHOUT ROTATION, IT WILL GLANCEAWAYFROMTHEANGLEDFACE. COMBINING THESE TECHNIQUES, STEERING IS ACCOMPUSHED MOVING UP, DOWN. LEFT ORRIGHT. A RADIO TRANSMITTING DEVICE IN THE HEAD PROVIDES DEPTH, ROLL ANGLE AND PITCH DATA TO A RECEIVER ABOVE GROUND TO TELL THE OPERATOR WHERE THE DRILL HEAD NEEDS TO GO. AFTER THE PILOT HOLE IS CREATED, A REAMER IS ATTACHED TO THE DRILL STRING FOR PULL BACK. A SWIVEL IS THENATTACHEDTOPREVENTTHEPEDUCTFROMROTATING. THE WORK STRING IS PULLED BACK TO THE DRILLING RIG, SIMULTANEOUSLY INSTALLING THE CONDUIT IN THE EXPANDED HOLE, FOR 6" PE DUCT INSTALLATIONS, 1T IS RECOMMENDED THAT THE ENTIRE REEL LENGTH BE REMOVED AND ALLOWED TOREGAINITSROUNDSHAPEPRIORTOPULLBACK. THIS TAKES ABOUT ONE HOUR IN SUNLIGHT. THIS IS NOT REQUIREDFORSMALLERSIZES. WHERE INSTALLING 6" PE IN WATER CROSSINGS, INSTALL THE 1000 MCM AL TRXLPE 25 KV CABLE M&S 1100-258--008), FOR PULLS, IT IS RECOMMENDED THAT A SPONGE SPREADER BE USED TO SPREAD THE LUBRICANT AHEAD OF THE CABLEWHILEUSINGTHESESPREADERS, CONSIDER USING ABOUT 1 GALLON OF APPROVED CABLE LUBRICANT FOR EVERY 200 FEET OF' CABLE. SEE TABLE 2 FOR THE APPROVED SPREADERS AVAILABLE AS A TOOL ITEM. AFTER COMPLETION OF THE BORE AND PULL BACK, ALL SURFACE SLURRY WILL BE REMOVED FROM THE SITE BY THE WILL BE PROVIDED AS REQUIRED OR. ANY SOD MASTWELLLUICONTACTRED AT ALOCAL CONTRACT ADMINISTRATION FOR MORE INFOCCESSPITSWILLALSOBEDONEBYTHERMATIONSGUILTS GROUNDING FOR INSTALLATION IN DIRECTIONAL BORE DUCT BANKS, INSTALL A 2" CONDUIT IN THE DIRECTIONAL BORE WITH THE OTHERCONDUITSANDPULLTHE4/0 COPPER INSULATED CABLE NEUTRAL 1N THE 2" CONDUIT. THE 4/0 COPPER INSULATED CABLE NEUTRAL SHALL BE CONNECTED TO THE SUBSTATION GROUND. FOR ANY ADDITIONAL QUESTIONS RELATED TO CONSTRUCTION OPERATIONS, CONTACT THE RESPONSIBLE DEO OPERATIONS SPECIALIST. ii FPL N OH & UG DISTRIBUTION SYSTEM STANDARDS 2 12/13/17 UPDATE DRAWING (NOTES) ARR JES RDH ORIGINATOR: ALM DRAWN BYi RAS 1 8/27/99 UPDATE DRAWING (NOTES) RAP JES JJM DATE;B/8/98 APPROVED .I.J MoEVOY NO SCALE 0 8/09/06 ORIGINAL DRAWING BU4 RAS JJM SUPERVISOR, OH/UG PRODUCT NO. DATE REVISION ORIG. DRAWN APPR. SUPPORT SERVICES CAC NOTICE'4`* CALL.SUNSHINE 'i-100-4324770 4BHOURS BEFORE YOU DIG FOR UNDERGROUND LOCATIONS. NOTIFY FPL REP. FOR INSPECTION OF TRENCH DEPTH Si PVC INSTALLATION PRIOR BACKFILLING TRENCH. POLE INSTALL PULL STRING(018 TWINE)-. _.,.--------------,,, } CONC.I WOOD) a"MAX 1N CONDUIT,TAG&MARK ENDS FPL CONCRETE V . FINAL GRADE TRANSFORMER PAD 1 le X 41107 If ,/, zrz. i 36"MIN,COVER 90°SEND 11 FROM FINAL. 36"RADIUS J 36"MIN. GRADE TO TOP FPL 5" PVC OF CONDUIT CONDUIT 4gallEIMIEBENEMIENEE IF REQUIRED; 1 BENDS AT RISER POLE TO BE j 12"MIN.SEPARATION ENCASED IN CONCRETE WITH r FROM FPL CONDUIION 4-BOLB,SAGS OF SAKRETE, FOREIGN CONDWITH FORM CONCRETE ADJACENT WELL UTILITYTAMPED EARTH TO POLE AND AT SURFACE, GRADE---•4 } USE i°BENDS EENT To ELECTRONIC z- FORE=IGN UTILITY /.j/ PASS UNDER MARKERATmAx. OR OBSTRUCTION OBSTRUCTION IF REQUIRED, IE, AS REQUIRED- ; 12"MIN,SEPARATION OF WELL TAMPED EARTH 1: 4END PLUG APL CONDUIT CROSSING UNDER FOREIGN UTILITY t QCLET Ef IE)MAI2K1 1,C I J, a F REQUIRED) BACK-FILL WITHIN 4"OF THE CONDUIT TO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT SYSTEM(BOARDS,ROCKS LARGER THAN j"IN DIAMETER,DEBRIS,ETC.) IF COMPACTION OF TRENCHROUTE IS REQUIRED M A 1-FOR PAVING,ETC.BEGIN MACHINE COMPACTION 5' 6"MINIMUM ABOVE CONDUIT, 12"MINIMUM WHERE 36"OF COVER CANNOT BE MAINTAINED, HORIZONTAL 30"OF COVER.WILE..BE ALLOWED WITH 3"OF m 8 1 r SEPARATION CONCRETE ENCASEMENT AROUND THE CONDUIT. 0N.E,S,C.RULE FOR PRIMARY VOLTAGES) i OR III I FOREIGN FPL UTILITY M/j ERIAL LIST' 6"PVC 8C 140 CONDUIT CONDUIT • 20'LENGTH(BELLED END) 164-338001 INSTALLATION OF FPI.CONDUIT 90° 48"RADIUS 164--25 90°BEND 36"RADIUS16426220000--99 PARALLEL WITH AOR-IN SHARED TRENCH s 450 BEND 48"RADIUS 164-61400-8 WITH A FOREIGN UTILITY, 5°BEND SEGMENT 164-56100-1 22,6°SWEEP 12-6"RADIUS 164-13000-1 STRAIGHT COUPLING 164-44900-7 REPAIR SLEEVE 6'LONG 164.47830-0 FPL SUPPLIED 5" PVC CONDUIT END PLUG 164-53600-1 TYPICAL CUSTOMER INSTALLATION DETAILS TWINE 0161/ t ROLL 540-61801-6 PORTIONS OF UN-6,UN-15,00NC.&PAD DETAILS) TW1NE•i#101/2E6R41.L fi42-24800-5 I Irk NOTICE"" R CALL SUNSHINE'-800432'4770 48HOURS BEFORE YOU DIG FOR UNDERGROUND LOCATIONS. NOTIFY FPL REP.FOR INSPECTION OF TRENCH DEPTH&PVC INSTALLATION PRIOR TO DACKFILLING TRENCH. POLE INSTALL PULL STRING(018 TWINE)-- _ GONG,!WOOD) IN CONDUIT,TAG&MARK ENDS FPL CONCRETE"'" 8I'MAX. G 1 FINAL GRADE TRANSFORMER PAD 1 36"MIN.COVER 90°Bi;ND i FROM•FINAL 36"RADIUS v ' -: 38°MIN, GRADE TO TOP FPL 6"PVC OF CONDUIT CONDUIT IF REQUIRED: BENDS AT RISER POLE TO BE ENCASED IN CONCRETE WITH 12"MIN,SEPARATION 4-80LB.BAGS OF SAKRETE. FROM FPL CONDUIT TO 1 FORM CONCRETE ADJACENT FOREIGN UTILITY WITH I TO POLE AND AT SURFACE, WELL TAMPED EARTH GRADE----•-4 S USE 6°BEND SEGMENT TOELECTRONICFOREIGNUTILITYPASSUNDERMARKER OR OBSTRUCTION OBSTRUCTION IF REQUIRED. limmiNuia• AS RE4IUIRED- 12"MIN.SEPARATION OF WELL TAMPED EARTH ENL,PLUG FPL CONDUIT CROSS!N.. .!HPE A FOR)=IGEN UTILITY DUCT END MARKING IF REQUIRED) f4OTE;S: BACK-FILL WITHIN 4"OF THE CONDUIT TO BE FREE OF MATERIAL THAT MAY DAMAGE CONDUIT SYSTEM(BOARDS,ROCKS LARGER THAN 1"IN DIAMETER,DEBRIS,ETC.) IF COMPACTION OF TRENCH ROUTE IS REQUIRED x,. FOR PAVING,ETC,BEGIN MACHINE COMPACTION i 2 4 6"MINIMUM ABOVE CONDUIT.12°MINIMUM WHERE 36"OF COVER CANNOT BE MAINTAINED, 30"OF COVER WILL BE ALLOWED WITH 3"OF 0 -` + HORIZONTALN CONCRETE ENCASEMENT AROUND THE CONDUIT. c r aN.E.B,C.RULE FOR PRIMARY VOLTAGES) 1! o\\ ° FOREIGN FPL UTILITY MMATERIAL LIST 6"PVc SRH 40 CoNDIIIT CONDUIT ' 20'LENGTH(BELLED END) 164-34000-6 INSTALLATION OF FPL CONDUIT 90°BEND 48"RADIUS 164.26100-2 PARALLEL WITH•OR-IN A SHARED TRENCH 450 BEND 60"RADIUS 464-61ti00-4 WITH A FOREIGN UTILITY. 5°BEND SEGMENT 164-66200-8v 22,5°SWEEP 12'-6"RADIUS 164-13100-7 STRAIGHT COUPLING 164-45000-5 eit REPAIR SLEEVE 6"LONG 164-47540-7 END PLUG 164-53600.7 FPL SI PPLIEDVP LQ CONP.J1I ELECTRONIC MARKER 690-61801-6 TYPICAL CUSTOMER INSTALLATION DETAILS TWINE#18 112#ROLL 642-21800.5 PORTIONS OF UN-6,UN-16,CONC.&PAD DETAILS) f. I LOCATION OF DUCT OR CABLE ENDS UN-15.0.0UN-15.0,0 USING ELECTRONIC MARKER SYSTEM TYPICAL INSTALLATION w .- 11 1„FPL EMS MARKERS FULL RANGE MARKER M&S #DESCRIPTION 590-61801--5 FULL RANGE, "TOILET SEAT" 4, ,- 1, 590-61610-4 PEG MARKER, EXISTING HANDHOLES 7.11 f 590-81600-7 4" SPHERICAL MARKER w V ICt1' 24'MAXIMUM JJ J JJJ JJJ PLUG ALL DUCT ENDS AS REQUYIED f 4" SPHERICAL MARKER DUCT ENDS FOR CABLE IN CONDUIT NOTES: 1. TH E CT FOR ELENIMARKER SYSTEM (EMS) IS AN ELECTRONIC ELEMENT TUNED TO A SPECIFIC EQ 2. A TYPICAL INSTALLATION IS SHOWN ABOVE. OTHERS MAY BEI A. INSALLATION,CABLE WILL BE INSTALLED ACROSS IIN(THE CONDUIT ON SUBSEQUENT ADVANCEOB. OF CABLE B. TEMPORARY END OF UNDERGROUND CABLES OR CONDUITS. C. TEMPORARY END OF CUSTOMER CONDUITS THAT FPL WILL EXPOSE AND CONNECT TO, D. FEEDER CABLE OR DUCT BANK TURNING POINTS NOT EASILY LOCATED FROM ABOVE GROUND REFERENCES, E. FUTURE HANDHOLE LOCATIONS. F. AT BOTH ENDS OF A ROAD CROSSING NOT OTHERWISE INDICATED ABOVE. La .. .4 . ,. b 1 •: A. MARKING THE ROUTE OF DUCT OR CABLE. B. MARKING THE ENDS OF SPARE CONDUITS PLACED ALONGSIDE OF EXISTING SECONDARY CABLE, 3, CARE SHOULD BE TAKEN IN REMOVAL, AS THE EMS IS A REUSABLE ITEM. 4, FULL RANGE MARKERS SHOULD BE SET LEVELED HORIZONTALLY ABOVE CONDUIT OR CABLETOBEMARKED. SPHERICAL MARKERS CAN BE INSTALLED IN ANY ORIENTATION. PEG MARKERS MUST BE INSTALLED VERTICALLY. 5. MARKER SHOULD BE COVERED WITH 4" OF FIRM SOIL TO PREVENT MOVEMENT DURING BACKFILL. 6. NOTE SHOULD D WITH BE MADE ON WORK SKETCH THAT CABLE OR CONDUIT ENDS ARE TO BE MARK EMS. J SUPERSEDES UN-15.0.0 LAST REVISED ON 1-29-92 i F P L U 4 8/16/05 UPDATE NOTES RJO ELS JJM OH Sc UG AISTRIHUTION SYSTEM STANDARDS N 3 11/18/03 UPDATE NOTES RIO ELS JJM 2 _7/16/01 UPDATE DRAWING (NOTES) RAP JES JJM ORIGINATOR: atm DRAWN 8Y: RAS 1 8/26/99 UPDATE DRAWING (TEXT & CHART) RAP JES JJM 0 8/09/96 ORIGINAL DRAWING KM RAS JJM DATE:8/09/98 APPRovED: J.J.M/C(EVDY No SCALE SUSEI1SO' Ls OH/,LID RDDUOT No, DATE REVISION OR1D. DRAWN APR..tm 5 CONDUIT LOCATIONS FOR 3 PHASE UX-114.0.1 DEAD FRONT PAD MO TED TRANSFORMERS VX--114.0.1 WITH SECTIONALV ING CABS+ THRU) UP TO 600KVA USING 2--5' DUCTS FOR PRIMARY CABLES 80 38" 1 9" 60" 1. I I ' . PRIMARY 6" SEC 9" 13" 0 0 0 ...`METERING CONDUIT . 7-5" g„ IF REQUIRED) 1 MAX FRONT OF PAD) NOTES; 1)REFERENCE 1-70,0,1 OF THE DCS 2)PAD M&S 162.24660-0 3)ALL CONDUITS TO EXTEND 3"MAX AEIOVE GRDUND LEVEL 4)ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 19"X13" AREA INDICATED. WILL HOLD 8-4" CONDUITS MAX. S)ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT 6)MAINTAIN 8' CLEARANCE FROM FRONT AND 3' CLEARANCE FROM SIDES AND REAR OF TRANSFORMER PAD. F P L DTC & CIG DISTRIBUTION SYSTEM STANDARDS DPoDINATOR:9NS DRAWN BY: DULL 05/29/02 UPDATE 9RANfND[NOTE 1) RAp 4EH J,AI OAT. APPROTEQ JJ.MCEVOY RO SOALE guP[RWASOR QH/UR i'RPQURT NO. DATE REN610N DM. OII hH AMT. VPPORf 9EEV10E TYPICAL INSTALLATION OF CONDUIT UN-6.0.0 ELLS AT RISER POLES AND UN-6.0.0 PAD MOUNTED TRANSFORMERS A"B" nAr 8" 1— B" cool ni.: 8" L10" I !.,y-4" PVC/PE U-GUARD W/ADAPTER BOOT del 1-4-9" PVC/PE U-GUARD W/ADAPTER BOOT 0'1.'1oIf, iii ',.', y''Ne, V\•\ 11( 11: I/V V .l'(< VC REND I, „ 24' MIN. RADIUS 30" illy. 30" FOR SECONDARY) NOTE 3) 38" MIN, RADIUS (NOTE 3) 48" MIN. CABLE IN CONDUIT Fp4,._ R PRIMARY) 2 PVC OR RADIUS P£ CONDUIT PVC OR PE DUCT) Illolomm 2" PVC COUPLING 2" PE BEND CAN BE MADE WITHOUT COUPLING) SECTION "A-A- SECTION "B-B" PAO PVC OR PE CONDUIT MOUNTED TRANSFORM£ wV ,Iiri .r> REGULAR 42"± HIGH) DEADFRONT 1 SEE NOTE 2 35"± HIGH) SEE NOTE 2 PVC OR PE CONDUIT PAD 3 MOUNTED vw Vr E a M15111.11•'.1' ‘ TRANSFORME LOWSTYLE SEE NOTE 2 24"± HIGH) NOTES: 1.BENDS AT RLSER POLE CAN BE ENCASED IN CONCRETE -BoLB. BAGS FOR 2 RISER CONDUIT AND 4-8019. BAGS FOR RISER, SAKRETE M&S 503-10700-1). IF PULL TENSIONS WARRANT, FORM CONCRETE ADJACENT TO POLE AND AT SURFACE. 2,RADIUSSI11SA4-1123800 PVC dc #164239 1ON S 124" OR 3B" RADIUS, PE C NDUIT MAY BE FIELD BENT, 3, TAGE 2- 7.- CABLE. WHERULES E QCONCRETE ENCASED, LERE MIN. 30" DEPTH SSERMDEPTHY S ARE PERMITTED, SUPERSEDES UN-6.0.0 LAST REVISED ON 6-30-93 IF TI LYSTEM STANDARDS NOHScUGDISTRIBUTIQNS 2 7/13/01 UPDATE DRAWING (NOTES & TEXT) RAP JES JJM ORIGINATOR: aua DRAWN BY: RAs 1 8/26/09 UPDATE DRAWING (NOTES & TEXT) RAP JES JJM 81M RAS JJM GATE:8/09/95 APPROVED: J.J. MCEVOY NO SCALE 0 8/09/98 ORIGINAL DRAWING REVISION SUPERVISOPPR OH/UO PRODUCT NO. DATE i ORIG. DRAWN APPR. SUITOR: SERVICES 1 L-17.0.7 SHEAR BOLT SECONDARY CONNECTORS IN L-17.0.7 HANDHOLE FORU/ CONNECTING 2 TO 4 SERVICES NEUTRAL QY/fi NEUTRAL r, S, i,,ivasi G10 s RyA p„,, -1-- ®6, ,o o', _- a ' 1'Si•o 0 40 SEE NOTE 3Ailio=SEE NOTE 3 nll`r-'° a r FUSE HOLDER, FUSE40 FUSE HOLDER, FUSE F SEAL FOR STREET PP I:> TdO& SEAT FOR STREET t'')'-:• G L.107EEKFI-IF 3OROQ, D. y0:;`,,,,!,,A., It.I CKT. IF D REVD. 4 ::I,-.X i r4),F t, 41-;."4 ( perc n,_.AND H-7.0.1} Cc v- BI @ X04 AND H-7.0.1 r d oi.;4r AI t,,.' o,SEE NOTE 3 1/4" HOLEs 4 PORT SHEAR BOLT CONNECTOR (PIRANHA) 5 PORT SHEAR BOLT CONNECTOR (PIRANHA) CONNECTION DIAGRAM CONNECTION DIAGRAM Aaal s FOR 1 — 2 SERVICE FOR 3 — a SERVICEjMn—CROW!_.__. 2-1/2" M&S #163-066-008 M&S #163-066-009 I raNlm OrryCONmraroR I'.-2_1/2" O TOP VIEW OF CONDUIT LAYOUT IN HANDHOLE M&OS j 549-378-009 0/ Q SEE NOTE 5) ES:UD 1. FOR ONE SERVICE, SEE UC-8.0.0,U0-8,0.0 AND U0-6.0.2. 2, ONLY INSULATED CONDUCTORS MAY BE CONNECTED TO SHEAR D DOLT CONNECTORS. r % i V V "I 3. DISTAL NSLALTIAGLTl OR f# 549-378-009 EVERYRME A CONNECTOR t 4. FOR ADDITIONAL INFORMATION REFER TO L-17.0,9,1-17.0.10 HANDHOLE AND L-17.0.11, li ELEVATION 5. FOR 24" AND 30"HANDHOLES INSTALL ALL CONDUITS AT i'ONE END OF THE HANDHOLE. BOTH THE 24'AND 30' Comm• AT THE END F THE HANOHOLES'. HANDHoUts COME WITH A SPECIAL STENCIL TH T0 HIS AALOWS A_. ALL. t - -- - 2"-45't24" R) THE CONDUCTOR TO 9E Una Our OF THE HANDHOLE AND 2' {8•(24" R) 4 BEND 2" PVC WORK THE CONNECTORS ABOVE OROUNb, 2" PVC PVC BEND WHEN FIELD CONORIDNS DICTATE THE USE OF FIVE OR MORE CABLES, IT MAY BE BEST TO CONSIDER THE USE OF THE 3D' M NE 1 s, GO`DARY 2"-45'(24" R SERVICE DUCT THEDCONNECTiONS3 WILL ALLOW ADDITIONAL ROOM TO WORK SERV)C1 2 PVC D CT PVC BEND 7. A 24" HEAVY DUTY IIANDHOLE(M&S iI192--120-5OO)1S TABLE 1 ALSO AVANABLE FOR USE IN SIDEWALKS, DRNEWAYS AND AR HT' ING 1 FOR USE IN ROADWAYS OR AREAS OF P TABLE 1 CABLES CONNECTORS HAHMHOLE 1/0 SECONDARY,16 DUPLEX AND 12U FOR STREET DONT 163-066.-006(4 PORT) 162-304-001(IS.6'X10.5)118"DEEP) 1/0 SECONDARY,AND 1/0 Bt3tNCE5,Up t0 4 sERHClS 163'068-006(5 PORT) 162-120-008(2411137518'DEEP) 4/0 SECONDARY,AND 1 OR 2 SERVICES 153.-008-005(4 PORT) 162-120-DES(24'X13X16"DEEP) 4/0 SECONDARY,AND 3 OR 4 SERVICES 103-Q66-009(5 PORT) 162-120-008(24"X139{18"DEEP) 250 MOM TO 350 MCM 103-086-D10(5 PORI) 162-100-007(0)a79118"DEEP) 350 MCII TO 000 MOM(No MORE THAN 4 SETS) 155-065-011 (5 PORT) 112-100-007(30`217'%16`DEEP) 400 MOM TO 600 MOM(NO MORE THAN 4 SETS) I 63-017-502(6 PORI) 152-160-007(30'077110'DEEP) 400 MCH TO 000 MOM(NO MORE THAN 5 SETS) 153-017-502(6 PORT) 162-121-004(45'X70'036'DEEP) 600 MOM TO 750 MOM 163-017-602(0 PORT) 182-121-004(46"%30'X36"DEEP) 16Z-122-B92 (32"X50"X36" DEEP) FOR TRAFFIC LOADING USE HANDHOLE 162-122-893 (17'%30"X18" DEEP) 22 12/7/17 UPDATE TABLE ARR ELS_ RDH F P L 26 21 11/37 UPDATE TABLE ARR . ELS ROH ARN ELS ROH OH & UG DISTRIBUTION SYSTEM STANDARDS2010/24/10 ADD ROTE 7 19 8 27 IS UPDATE TABLE ANDRDH ORIGINATOR: SMS BRAWN 8Y: RA5 18 8/12/16 UPDATE DRAWING ANDD NOTES iAgli' 01.5 RDH 17 11/11/14 UPDATE TABLE ARR ELS RDH DATE: 8/09/98 APPROVED: JAR. "PEPE" DIAZ NO SCALE 41111. No, DATE REVISION ORIG. DRAWN APPR. REUABILITY ENGINEERING MANAGER L-17.0.8 INSTALLATION INSTRUCTIONS FOR L-17.0.8 UG MULTITAP CONNECTORS 400-75OMCM CABLES M&S #163-017-502 6 PORT CONNECTOR) 111111 i INSTALLATION STEPS: I 1. IDENTIFY THE CONDUCTOR SIZE BEING USED AND CUT ROCKET TO CORRECT RING SIZE, I I 4th RING3rd RING CUTT 2nd RING CUT FOR #400--- 0-----0-- 500 MCM HERE HERE FOR 750 MCM 2. WIPE CONDUCTOR JACKET CLEAN,APPLY SILICON GREASE AND SLIDE CUT ROCKET OVER CONDUCTOR. MOVE ANT DAMAGE 3. I.E., REMOVE ED IINSULATION, Y EXCESS ICON GREASE,STRIP 2-114"OF INSULATION FROM CONDUCTOR BROIEN STRANDS)DO NOTSE A KNIFE FOR REMOVING INSULATION,USE THE APPROVED 4 WAY CONDUCTOR, STRIPPER INSTEAD. 4. WIRE BRUSH THE CONDUCTOR THOROUGHLY TO BREAK UP SURFACE OXIDES ADD INHIBITOR AND WIRE BRUSH AGAIN INTO STRANDS. 5. INSERT CONDUCTOR INTO THE CONNECTORS PORT LEAVING A MAXIMUM OF 114"BARE CONDUCTOR EXPOSED. 6. TIGHTEN BOTH SETS OF SCREWS ON THE CONDUCTOR TO ATORQUE VALUE OF SOFT-LBS(FOR 11400-#750MCM CABLES). 7, SLIDE ROCKET OVER THE PORT AND ON TO THE PVC SHOULDER OF THE CONNECTORS.MAKE SURE THAT A TIGHT FIT IS ACCOMPLISHED BETWEEN THE CONNECTORS BODY AND THE ROCKET. NOTES:FOR ADDITIONAL INFORMATION REFER TO PAGES UC-1.0.1.AS WELL AS MANUFACTURER INSTALLATION INSTRUCTIONS PROVIDED WITH EACH CONNECTOR. REFER TO DOS PAGE L-17.0.7 FOR ADDITIONAL INFORMATION. ELS RON b +/20/13 UPDATE M&S NUMBER ARR F a9 4 U/3/11 UPDATE NOTE 3 AND 7 ARR ELS WM F P L 3 1/20/11 UPDATE TITLE DAR, DWG & NOTES ARR ELS BxN 011 & UG DISTRIBUTION SYSTEM STANDARDS 2 5/15/03 UPDATE TIRE DAR & NOTES ARR ELS JRD ORIGINATOR: AR DRAWN BY: ELS 1 8/24/05 UPDATE NOTES ARR ELS JRD JRDLS Do' 7/12/07 APPROVED: JOSE R. DIAZ NO SCALE 0 7/12/07 ORIGINAL DRAWING ARR EMANAGER, RELIABILITY ENGINEERING CAO NO. DATE REVISION ORIG. DRAWN APPR. SHEAR HEAD BOLT CONNECTOR FOR L-17.0.9L-17.0.9 CONNECTING 2 TO 4 SERVICES IN HANDHOLES INSTALLATION INSTRUCTIONS FOR UNDERGROUND CONNECTORS M&S #163-066--008 (4 PORT) & M&S #163-066--009 (5 PORT) STEP 1 LOOSEN, BUT DO NOT REMOVE THE SHEAR-HEAD BOLTS ON THE PORT/PORTS TO BE USED, TFS_ P 2A FOR #4/0 AND #1/0 CABLES REMOVE THE SEAL CAP, STEP 2R FOR #2,#6,#1O AND #12 CABLES LEAVE THE SEAL CAP IN PLACE AND PIERCE A SMALL HOLE IN THE END OF THE SEAL CAPUSINGANAWL. MAKE SURE TO "BUNDLE UP° THE CABLES UP TO 3 TIMES FOR A PROPER CONNECTION BETWEEN THE SHEAR BOLTS, THE CABLE AND THE TEETH IN THE PORTS OF THE CONNECTORS, SHE1s-HEAD f kit ptlisA 0 0_1.41,. .4::.0., PIERCE HOLE WO AN AWL....\,,,,.....1(4.... 1.1 ., fi)% \ tie ..,(' 4...; 2''`I SEAL CAPS_" NSERTTON # 1/0 PORT. 0/0 CABLET S,P CUT THE END THE CABLEINSULATION. FCABLES A SLIGHT ANGLE (NO MORE THAN 25') TO FACILITATE THE iiiiii STEP 4 WIPE THE CONDUCTOR CLEAN AND APPLY SILICON GREASE TO THE CABLE TO AID IN THE INSERTION PROCESS, FOR #4/0 CABLES PRE-PUNCH THE PORTS WITH A PIECE OF #1/0 CABLE. I STEP 5 MARK CABLE JACKET WITH VINYL TAPE OR GREASE PENCIL AT A DISTANCE OF 4 1/2" FROM THE END TO MAKE SURE THAT CONDUCTOR IS FULLY INSERTED. Ed CAPil .-1-. L00. r________,,,,j IL STEP 6 HAND TIGHTEN THE SHEAR BOLTS ON THE USED PORTS. USE A SHORT S1X-POINT 3/4 INCH SOCKET (M&S #594-955-002) ON ABATTERYOPERATEDIMPACTDRIVER (MAKE SURE THE BATTERY IS FULLY CHARGED) TO AVOID ROUNDING THE SHEAR-HEADS. TIGHTEN THEBOLTSONPORTSUSED, GOING FROM THE SHEAR-HEAD CLOSEST TO THE CONDUCTOR TO THE OTHER ON THE SAME CONDUCTOR, UNTIL THESHEAR-HEAD OPERATES. ENSURE THAT THE SOCKET FULLY ENGAGES THE SHEAR-HEAD EACH TIME. FOR SHEAR BOLTS REMOVAL UsE A SHORT SIX-POINT 11/18 INCH SOCKET (M&S #594-955-003), 7 6 o gr t_ i 0,10 SHEAR HEAD BOLT CONNECTOR FOR L-1'7.0.10 CONNECTING 2 TO 4 SERVICES IN HANDHOLES FOR #4/0, #250-#35OMCM CABLES JNSTALLA.TION INSTRUCTIONS FOR, UNDERGROUND CONNECTORS M&S #163-066-010 (5 PORT) STEP 1 LOOSEN, BUT 00 NOT REMOVE THE SHEAR—HEAD BOLTS ON THE PORT/PORTS TO BE USED. EP.. FOR #4/0, #250 AND #350MCM CABLES REMOVE THE SEAL CAP. STEP 2Q FOR #1/O CABLES LEAVE THE SEAL CAP IN PLACE AND CUT THE TOP OF THE CAP RING. SHEAR-HEAD..----421.""4,, + _ BOLTS u;te>'.a n4 CUT THE TOP OF 4s T r i THE CAP RING ATii. •_ C41j% THIS LOCATION SEAL CAPS STEP 3 CUT THE END OF THE CABLES AT A SLIGHT ANGLE (NO MORE THAN 25') TO FACILITATE THE INSERTION INTO THE PORT, DO NOT STRIP THE CABLE INSULATION. 25' FOR 4 WIPE# 4/0, #250HAN© E O# 350 CABLESNDUCTOR PRE—PUNCH THEN AND APPLY LICON PORTS WITTHETO THE CABLE TO AID A PIECE OF #4/0 CABLEN THE INSERTION PROCESS. E STEPS MARK CABLE JACKET WITH VINYL TAPE OR GREASE PENCIL AT A DISTANCE OF 4 1/2" FROM THE END TO MAKE SURE THAT CONDUCTOR IS FULLY INSERTED. Iii 3p1 AI.46.4, ...4,,,, 5,,„*,,,,,,„,,,,,,,, ,,40,,,4441,40gmik., STEP 6 HAND TIGHTEN THE SHEAR BOLTS ON THE USED PORTS. USE A SHORT SIX—POINT 3/4 INCH SOCKET (M&S 594-955-002) ON A BATTERY OPERATED IMPACT DRIVER (MAKE SURE THE BATTERY IS FULLY CHARGED) TO AVOIDROUNDINGTHESHEAR—HEADS, TIGHTEN THE BOLTS ON PORTS USED, GOING FROM THE SHEAR—HEAD CLOSEST TO THECONDUCTORTOTHEOTHERONTHESAMECONDUCTOR, UNTIL THE SHEAR—HEAD OPERATES, ENSURE THAT THE SOCKETFULLYENGAGESTHESHEAR—HEAD EACH TIME. FOR SHEAR BOLTS REMOVAL USE A SHORT SIX—POINT 11/16 INCH SOCKET M&S #594-955-003). tmeU liiii i ,toy MOVE 1HE SOCKET 1:1-J LJ ri, FROM THIS POSITION x..N ,t"C TI It-J l'"--", TO nitsNG THE WHILE w • :'t 0110 h1.111111. 3` HEADS, is SHEARED STEP 7 ENSURE HEAD ON USED OHAVE HEAD BOLTS. O r' THAT SEAL CAPS ARE NOT MISSING ON UNUSEDPORTS ASWELL AS NOLOOSE FPL OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: ARR DRAWN 8Y: E.SCHILLINO CORIG. PRAWN APPR. DATE:1/2D/20t0 APPROVE SUPERVISOR UO PRODUCTS NO SCALE NO. DATE REVISION L-17.0.11 SHEAR HEAD BOLT CONNECTOR FOR L-17.0.11 CONNECTING 2 TO 4 SERVICES IN IXANDHOLES FOR #350--#500MCM CABLES INSTALLATION INSTRUCTIONS FOR UNDERGROUND CONNECTORS M&S #163-066-011 (5 PORT) STEP 1 LOOSEN, BUT DO NOT REMOVE THE SHEAR-HEAD BOLTS ON THE PORT/PORTS TO BE USED, I STEP 2A FOR #350MCM AND #500MCM CABLES REMOVE THE SEAL CAP. ts i SHEAR-HEAD-1 { -- h BOLTSt. .cs-3. i t .,--:vS SEAL CAPS I i I - ISTEP 3 CUT THE END OF THE CABLES AT A SLIGHT ANGLE (NO MORE THAN 25') TO FACILITATE THE INSERTION INTO THE I PORT, DO NOT STRIP THE CABLE INSULATION. 25 II 1 STEP 4 WIPE THE CONDUCTOR CLEAN AND APPLY SILICON GREASE To THE CABLE TO no IN THE INSERTION PROCESS. PRE-PUNCH THE PORTS WITH A PIECE OF #4/0 CABLE. I STEP 5 MARK CABLE JACKET WITH VINYL TAPE OR GREASE PENCIL AT A DISTANCE OF 4 1/2" FROM THE END TO MAKE I SURE THAT CONDUCTOR IS FULLY INSERTED, I 4-11 it 0 III 411 L i STEP Q. HAND TIGHTEN THE SHEAR BOLTS ON THE USED PORTS. USE A SHORT SIX-POINT 3/4 INCH SOCKET (M&S594-955002) ON A BATTERY OPERATED IMPACT DRIVER (MAKE SURE THE BATTERY IS FULLY CHARGED) TO AVOIDROUNDINGTHESHEAR-HEADS. TIGHTEN THE BOLTS ON PORTS USED, GOING FROM THE SHEAR-HEAD CLOSEST TO THECONDUCTORTOTHEOTHERONTHESAMECONDUCTOR, UNTIL THE SHEAR-HEAD OPERATES, ENSURE THAT THE SOCKETFULLYENGAGESTHESHEAR--HEAD EACH TIME. FOR SHEAR BOLTS REMOVAL USE A SHORT SIX-POINT 11/16 INCH SOCKET i M&S #594-955--003): n MOVE THE SOCKET v It 117--.....„,TO THIS POSITION WHILEA ._,r1 FROM THIS POSETIONvj i + ;f . , HEADS. THE SHEAR A.ft<101 , , 441M1. - 111.1i STEP 7, ENSURENSANGOON UNUSED HEAD poRBOLTSs AS ON USED NO PORTS DOSE HAVE BEEN "SHEARED HEAD BOLTS. OFF', THAT SEAL CAPS ARE NOT MIS F F L OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: ARR DRAWN BY: E,SCHILLiNG DATE:4/22/14 APPROVED: RICK HUFF NO SCALE i NO. DATE REVISION ORIG. DRAWN APPR. MANAGER OF ELECTRICAL STANDARDS CAO OVERHEAD TO UNDERGROUND L-18.0.0 FORCED RESIDENTIAL CONVERSION L-18.0.0 EXISTING OVERHEAD SERVICE 2"scH 802"S°14 80 SERVICE 90' BEND W/BELL 90' BEND W/PLAN END BRACKET TRIPLEXED SERVICE M&S #164--233-108 M&S164-232--1O DROP WITH BARE 6" MIN. NEUTRAL, LESS THAN11 ..R - _50 VOLTS. I mommiMMO A) '•'" rlif III* Q 0 mom 41iiii 18" MIN. SEE NOTE 8 l 1111 gwt. r41 1 I eH_ry.a><db i z fl SWITCH MIN. 36"a m CLEARANCE O ANY r OBSTRUCTION f © JUNCTION BOX M&S o.. 5' MIN.Ix 420-510-510 S' MAX. FINISHED3-WIRE, 120/240V 10 M&S #164-470-007GRADE METER S1YMBOL "C" 2" LOCKNUT TO SSEVICE FIG. 2 M&S #530-505--001 EQUIPMENT Dm, STRAP M&S 181-520-002) IFIG. 1 OVERHEAD TO UNDERGROUND JUNCTION BOX LM&S 0420-500-500 SEE NOTE 8 2" THREADED COUPLING SCH 80 PVC 51M& S #164-470-007 70-007 STRAP WWWWWM 2'&LOCKNUT4M&S X530^505 001 in (M&S 161-520-002) I 2' SCH 80 PVC TO UG M&S #164-331-007 O O 0 I STRAP M&S 161-520-002) NATES; I 61 `, 2. CUSTOMER SERVICE WIRES GOING LIP RISERS TO BEDtoir+il OVERHEAD SERVICE TO BE REMOVED. t7 n l_ c DISCONNECTED AND REMOVED. 131-8± (6L cam!',3, CUT OVERHEAD SERVICE MAST 24" ABOVE METER CAN. 4. IF ROOF LINE IS LESS THAN 24" ABOVE METER CAN, CUT OH I,iuu+11 SERVICE MAST JUST BELOW ROOF. e i `' 4 STRAP 5. ADD U CLAMP JUST ABOVE WHERE SERVICE MAST IS CUT. Q M&S 161-520-002) 6, L ENCLOSURE TO BE INSTALLED AS SHOWN IN FIGURE 3. N 7. UNDERGROUND CONDUCTORS INSTALLED IN L ENCLOSURE AND r INSTALLED INTO TOP OF METER CAN AND CONNECT TO THE J LINE SIDE LUGS OF THE METER CAN. 8, OH/UG JUNCTION BOX IS RATED FOR 200 AMPS. 9. ADD DOWN PIPE STRAPS AS NEEDED (2 MINIMUM). 1111,^11 10. USE SHEAR BOLT CONNECTORS M&S #183-400-100 TOMAKEANYCONNECTIONINTHEJUNCTIONBOX, REFER TO 3-WIRE, 120/240V 10 DCS PAGE U0-4.0.0. METER SYMBOL "0" K.?UG D LOSERVICE FIG. 3 tbF ,[ EQUIP 7 7/18/18 UPDATE Md&S NUMBERS DGY ELS RDH OH & UG DISTRIBUTION SYSTEM STANDARDS 6 8/27)18 UPDATE DRAWING DM ELS , RDH 5 6/11/18 UPDATE DRAWING OW ELSROH ORIGINATOR; D.YOUNG DRAWN BY: E. SCHILLING 4 4/10/18 UPDATE DRAWING MR ELS RDH PATE:6/7/15 NO SCALE 3 4/2/18 UPDATE DRAWING ARR ELS RDH APPROVED: RICK 0. HUFF CAO NO. DATE REVISION 01110, DRAWN APPR. MANAGER OF ELECTRICAL STANDARDS MULTITAP CONNECTORS IN UN-19.0.0 UN-19.0"0I CONNCTINHOLEG'S2!'TO 5X36SE VICESFOR ND I/O PRIMARY SPLICE BOX tG MULTITAPS ` 48" t i°4:\. 19fa. SOS los z' u \I irit,7 00, a lk,ti,la,1"I iilt PLUG SECONDARY i SERVICE f 1 a__ p. A SERVICE ilawimig , AuNoinI, j FUSESSEALFOR HOLDER, TREETlit ' APP""*" UGIT CIRCUIT, IF yar // REQUIRED (DOS H--7.0.1) FOR EASE OF INSTALLATIONS TRAIN THE CABLES NOTE: KNOCKOUTS ABOVE GRADE, INSTALL THE MULTITAP CONNECTORS, WILL ACCOMMODATE THEN INSTALL INSIDE HANOHOLE 5" PVC 2 KNOCKOUTS EACH SIDE CONNECTION DIAGRAM 1 HANDHOLE ELEVATION EXPANDED) HANDHOLE USED FOR NYLON SLING SECONDARY SERVICE FPL) LIFTING EYE I A /\ r, NOTE: FOR SPLICE 1/0 sPUcE KLL1' DETAILSSEE DOS 36„ U£-19.^19.0.0 PLUGS J LIFTING DETAIL HANDHOLE WITHOUT iAY BE COVER INTED H PLACE NOTES: 1. MAXIMUM 1 SECONDARY CONDUIT WITH 2 TO 5 SERVICES. 2, MAXIMUM 3 SPLICES. HANDHOLE ELEVATION 3, PROVIDE GROUNDING FOR ANY RUN GREATER THAN 850FT, HANOHOLE USED AS A 1/0 PRIMARY SPLICE BOX ITNHEACAB . IGROUND HAANNOHOLEI5 BEING INSTALLED IN ADHOLES TO RRUNDFOR CONVENIENCE" (Too MANY BENDS IN THE RUN, CUTTING INTO A LOOP TO EXTEND INTO A CUL--DE--SAC, REPAIRING A DIG IN, ECT.) THERE IS NO NEED FOR THE GROUND RODS. FOR750 SEAL 4. 6-PORT MULTITAP CONNECTOR M&S #163-017--502 WILLACCOMMODATE #1/0 CABLE AND #400-#750 MCM COPPER OR BE HERE ALUMINUM CABLES 5. WEIGHT: Edge 2 PIECE LID .. 82 LBS. EACH BODY 180 Les. B. LIFTING:liiii,__________e COVER MAY BE LIFTED WITH THE HANDHOLE LID LIFTER HOOK) TOOL M&S #863-630--021. 7, COMPLETE HANDHOLE, INCLUDES COVER M&S #162-121-004, 1°11 g. REPLACEMENT COVER TM& S # EXP 121-012. TAPERED INSIDE 8, SUNHHAs SHOULDRTs. PAT BE EXPOSED TO IVE VEHICULAR TRAFFIC, SUCH AS STREETS, PARKING LOTS, OR DRIVEWAYS.10. FOR DRIVEWAY LOADING HANDHOLE 32"X50"X36" DEEP, USE M&S MULTITAP CONNECTOR M&S 183--017-502 182-1 22-802. (UX-202,0,0) APPROXIMATE WEIGHT 2,663 LBS. Ii FLOOD SEAL UPDATE NOTE 3 ARR ELS BXN F L U872/4/IC UPDATE NOTE 4 ARR ELS JRD 6 a/Is/aa UPDATE, NOTES GAP ELS JJM OH & NUGDISTRIBUTIONSYSTEMSTANDARDS 5 8/16/05 UPDATE NOTES RJO ELS JJM SUPERSEDES UN-19.0.0 LAST REVISED ON 9-30-94 4 11/18/03 UPDATE NOTES RIO ELS JJM 3 7/16/01 UPDATE DRAWING (NOTES) RAP JES JJM ORIGINATOR SMS DRAWN gY' so 2 9/27/99 UPDATE DRAWING (NOTES) RAP JES JJM 1 8/09/86 ADDED EMS & NOTES 8„ 10, & 11 SMS RAs JJM DATE:9/30/94 APPROVED: J.J. M06VOY NO SCALE SUPERVISOR,OH/U O PRODUCT NO. DATE REVISION ORIO. DRAWN APPR. SUPPORT SWAGES CAO It 1 UN-25.4.0 REPAIR OF OCCUPIED UN-25.0.0 DIRECT BURIED CONDUIT w SIZES 2, 4, 5 & 6 STEP 1 AFTER LOCATING DAMAGED CONDUIT EXIST. CABLE STEP 2 CUT DAMAGED ENDS SQUARELY USING NYLON TWINE AND DEBUR INSIDE EDGE. BEVEL ANY SHARP EDGES, WIPE ENDS WITH A CLEAN, DRY CLOTH, INSIDE AND OUT. REMOVE ANY DEBRIS FROM INSIDE DUCT, 117T'IiImi. ,,,,J1,—.• STEP 3 SLIDE SPLIT SLEEVE COUPLING OVER EACH CONDUIT SECTION. ENSURE ALL SECTIONS ARE CLEAN AND DRY. F- i 3 STEP 4 PLACE ONE SECTION OF SPLIT CONDUIT UNDER CABLE IN LINE WITH PIPE AND MARK THE SPOT WHERE THE SPLIT SLEEVE COUPLING SHOULD FIT. 1 r^- (3 IL-- \--MARKS TO INDICATE WHERE TOPLACE END OF SPLIT SLEEVE COUPLING. STEP 5 PLACE TOP SECTION OF SPLIT CONDUIT OVER CABLE AND SNAP THE INTERLOCKING SECTIONS TOGETHER. APPLY PVC CEMENT AS REQUIRED, PVC CEMENT E_ 1 2 STEP 6 SLIP SLEEVE OVER DAM GED END AND REPAIR SECTION. WHILE CEMENT IS STILL WET, TURN CONDUIT DATEDTURN TO DISTRIBUTE CEMENT EVENLY AND ENSURE SNUG FIT. HOLD JOINT TOO HER APPROXIMATELY ONE MINUTE TO ALLOW CEMENT TO SET. WIPE EXCESS OFF. VE- (3 STEP 7 REPEAT STEP 6 FOR THE OTHER SIDE OF THE REPAIR SECTION. TY-RAPS ARE OPTIONAL. h d MATERIAL LIST M&S # SPLIT COUPLING SPLIT CONDUIT 184-28'100-8 2" X 10' LONG 184--28200-5 2" X 6" LONG 164-28140-8 4"X 10' LONG • 184-28300--1 4" X 8" LONG 164-28150--5 5" X 10' LONG 184-26400-8 5" X 8" LONG 6" X 10' LONG184-28160-2 164-28500-4 6" X 10" LONG _o F P L U 522-14100-.7 PVC CEMENT 594-40600-7 18" HAND SAW Dg & UG DISTRIBUTION SYSTEM STANDARDS N ORIGINATOR: SW DRAWN BY: RAS 1 7/16/01 UPDATE MATERIAL LIST _RAP JES JJM DATE: 8.9-96 APPROVED: J,J,MJCEVOY NO SCALE SUE PSOR,SE} YVICESRODUCT NO. DATE REVISION ORIG. DRAWN APPR. t fi C---46.0.0 TYPICAL INSTALLATION OF 25IKV S&C VISTA C-46.0.0 THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS TYPICAL BUSHING POSE ION ON VISTA SWITCH MODEL 422 SHOWN F.FEEDER L-LATERAL II 1. 4" 7-1/2" R 1/2-13 NO 2-3/4' lam " 4-1/a'INSERT WJ LIFTING r. EYEBOLT (4><)I Fi /' TANK BOLT I v J• l 34-1/2" 6 PAD/E NSIGN BOLT GOWN INSERT LOCATION (4X)1 41 1 —— — SEE NOTE 17 I 77" A AiI '•I 7-1/4I " A L i L4 L4 L3 L3 L3 F2 F2 F2 Fl F1 Fl il R.. I...i......1 - -rrr-ri I 23-1/2" 2-6"FEEDER CONDUIT 22-1/2 DEGREE SWEEP PREFERRED LOCATION I i SEE NOTE 16 100. _ J_— C i1O Q O_ 7-1/4" ADJUSTABLE BRACKET T FOR RACKING CABLESiGROUNDRDDCHAMBER 62 12PREFERREDLOCATION I EXTENSION F 8-1/4' 7B' TOP VIEW OF PAD AND CHAMBER I 1 LOOP LOOP FEEDER FEEDER CAB ES CABLES CABLES CABLES FROM F2 FROM Fl PAD BOLT DOWN PAD BOLT DOWN 79-1 2 SEE NOTE 17 SEE NOTE 17 62 I•M1111 MIN 111 11r1U Noir I 10611111•11111111111191111OMMIkair4 --- NO•T£ 6111 1 1 1 111 SEE g."2I1 I/fl I//MItiIEi111IlIl11lI1g TO NEUTRAL BOND od I 4/0 CU Macs #112-338,000 ,1 41 .00 E 8 46"0 GREE BENDR ' . 2-6' FEEDER CONDUIT 22-1/2 DEGREE SWEEP ZOO 2., 4 ..4 f J INSTALL DUCT SEAL PER AND—CNAME_R rte UN-29.0.0CABLE TERMINATIONS SWITCH SIDE OF P L PEFSEEEENOTE 3 GROUND ROD LOATI NE" OR & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATORI A. PANTOURIS DRAWN BY: E. SCHILLING 1 11/14/32 LOOP CABLE IDENTIFICATION JOV ELS WM DATED 5/29/09 APPROVED: ARI LIMA NO SCALE NO. DATE REVISION ORIG. DRAWN APPR. LEAD SUPERVISOR, UG SERVICES 1 1 C-46.0,1 TYPICAL INSTALLATION OF 25KV S&C VISTA LC-46.0. THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS TYPICAL VISTA SWITCH MODEL 422 SHOWN TOP VIEW OPERATION SIDE FEATURES IN THIS ASSEMBLY C A. OVERCURRENT CONTROL B. GAS FILL PORT EmaII C. PRESSURE GAUGE o D, WINDOW FOR VIEWING OPEN GAP AND 10''0'0'0'(1 '!0 GROUNDED POSITION OF LOAD-INTERRUPTER SWITCH OR FAULT INTERRUPTER fes. f E. 200-AMPERE BUSHING-WELLS FOR III F. i 0 FAULT--INTERRUPTER 600-AMPERE BUSHINGS FOR LOAD-INTERRUPTER SWITCH G. TWO-HOLE GROUND PAD H. 600-AMPERE THREE-POLE is ^.yW - _.;_. 1111:..,4.47" TI .r ;II LOAD-INTERRUPTER SWITCH WITH GROUND I 1 I I It POSITION TOP VIEW TERMINATION SIDE I, OPERATING MECHANISM J. MANUAL OPERATING HANDLE K. NAMEPLATE L. SUBMERSIBLE SF6-INSULATED TANK SEE NOTE 18 M. 600-AMPERE ALUMINUM BUS N. BASE BRACKET i!__:_rii IS7lh7c014 IDICIO a TERMINATION SIDE JEMINISI 111111 FRONT VIEW TERMINATION SIDEI 111imi e m A.4-J limmumemium 0 I) L OPERATION SIDE f ,iil'R" OO lisselli.b:, ., Amtig* IITI CONNECTION DIAGRAM Mill‘,, r rillime'" 46.----\ r 134-5116 2>3_3/r 1 j \ I_.: g_o-7- OSEE NOTE 19 & 20 Pail SECTION A-Al FEEDER SWITCH F P L fi OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTOURIS DRAWN BY: E, SCHILLING 1 I I/14/12 ONANOE C-46.0,2 TO 0-46.0.1 ELS DATE;7/27/0S APPROVED: ARI LIMA NO SCALE NO. DATE REVISION 01110. DRAWN APPR. LEAD SUPERVISOR, UO SERVICES CA:`) C-46.0.2 TYPICAL INSTALLATION OF 25KV S&C VISTA C--46.0"2 1, THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS TYPICAL BUSHING POSITION ON VISTA SWIITC H MODEL 431 SHOWNFFEEDER A" T-7-1/2" ,,,'., 1/2-13 NC 2-3/4" y „ B --*, 4-1/2' 1/ 2-1 W/UFfING C u EYEBOLT (4X) I PP 41111TANKBOLT 4 1 34-1/2" DOWN (4X) 1=, I6—PAD/EXTENSION BOLT I DOWN INSERT LOCATION ENOTE 17{ ) I I 77" A IG 4 I itII 23-1/2" 3-8' FEEDER CONDUIT I I22-1 2 DEGREE SWEEP PREFERRED LOCATION n^^ SEE NOTE 16 I S.L `. ,0 I I7-f/4' ADJUSTABLE BRACKET FOR RACKING CABLES GROUND ROD it 821/2" CHAMBER PREFERRED LOCATION mrd "-, Otl1LEXTEN EON 8-1/479* TOP VIEW OF PAD AND CHAMBER B-4- FEEDER FEEDER FEEDER LOOP CABLES CABLES CABLES CABLES FROM F3 FROM F2 FROM Fl jPAD BOLT DOWN PAD BOLT DOWN 79-1 21' SEE NOTE 17 SEE NOTE 17 NM e2" 11111•11=1111111111111 RIM 1;a t{ . Y::•1 d / SEENOTEs iiIIIIUI ! U! Ii c:. IwilE11111i11li.irli i ifii illifii . To NEUTRAL BOND I •+ A M14/0 CU }Ada 1112-378-000 r B1 .rr 11 r S pVE,j C 3-2" LOOP CONDUIT 45AillDEGREEBENDBB' . 3-6FEEDER CONDUITEEn 22-1/2 DEGREE SWEEP SECTION A--A: FRONT_VIEW OF PAD Jj INSTALL DUCT SFA. PER AND CHAMBFR UN-29A.0 r SEE NOTE 3 GROUND ROD CABLE TERMINATIONS SWITCH SIDE FPLD7• LOCATION D OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: J. VALDES DRAWN BY: E. SCHILLING 14/}2 NEW PAGE OF C-46 JGY ELS WM DATE:3/76/2012 APPROVED; WILLIAM MOh1ZOk NO SCALE i NO. DATE REVISION ORIG. DRAWN APPR. LEAD SUPERVISOR. UG SERVICES C-46 0 3 TYPICAL INSTALLATION OF 25KV S&C VISTA C.-.46.0.3 THREE PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS I 77-1/2 23 PAD i 80LT \ DOWN 4 :: 1.;; C II -- 1 J2" DIA. I BOLT TO i SEE NOTE 6''•= Imo— IIUriI 'i RETAIN SLING.(4x) s 55-1 J4 i CTtON 8-9: SIDE VIEW OF PAD AND CHAMB (t i 1 i 1 H El 1 iii 0. ii t 73 SWITCH ENCLOSURE SIDE VIEW i 4)1/2" S5 BOLT ANCHOR 7.7.7.7.—=:=7;-__ -.• 7'.7.---------Cl ac WASHER BRACKET 1•• "..n . ....,.... - . -:^ I, BY SdcC ENCLOSUREx , 72 1.--=,-- --GASKET SWITCH ENCLOSURE TOP VIEW 1i1.5" MIN. i POLYMER—CONCRETE 13 1 PAD ENCLOSURE ANCHOR DETAIL FPL OH & UG DISTRIBUTION SYSTEM STANDARDS ORIGINATOR: A. PANTOURIS DRAWN BY: E, SCHILLING I 11/14/12 CHANGE C-46,0.1 TO C•-45.0.3 IGV ELS WM DATE:7/27/09 APPROVED: ARI LIMA NO SCALE f NO. DATE REVISION ORIG, DRAWN APPR. LEAD SUPERVISOR, UG SERVICES s 0 C-46.0.4 TYPICAL INSTALLATION OF 25KV S&C VISTA THREE C--46.0.4 PHASE SWITCH FOR USE IN 13KV OR 23KV BELOW GRADE AND PAD MOUNTED APPLICATIONS MATERIAL LIST ITEM DESCRIPTION QUANTITY' M&S NUMBER WMS CU VISTA 422 (4 "WAYS', 2-THREE PHASE FEEDER GANG SWITCHES LDATTWO-THREE RASE, STAINLESS STEEL 279-209-050 SW-VISTA-422-PAD C D 1 ENCLOSURE SEDER GANG 1 VISTA 431 (4 WAYS, 3-THREE PHASE F SWITCHES AND ONE-THREE PHASE, INDIVIDUALLY 279-211-050 SW-VISTA-431--PAD PROTECTED LOAD TAPS, WITH A STAINLESS STEEL ENCLOSURE 2 PAD AND CHAMBER FOR PM OF VISTA SWITCH 1 162-690-790 PD-SW-W/CC-VISTA 77 X 79"X 40 DEEP} 37 600 AMP T-BODY ELBOWS (25KV)VARIES 163-639-007 TM-PDF-600-1K 4 200 AMP BUSHINGS (251(V) VARIES 183-864-001 SW-PD-BSN 5 200 AMP LOADBREAK ELBOWS (25KV) VARIES 183-502-00t TM-PDF-1/0 6 PROTECTIVE CAP (15KV ONLY) VARIES 163-022-000 TM-PDF-GC i 7 ELBOW SURGE ARRESTERS (25KV ONLY)VARIES 334-015-005_ TM-PDF-LA 8 GROUND ROD CONNECTOR, CLAMP TYPE 1 120-036-108 DG-CLP--5/8 9 GROUND RODS, AS NEEDED VARIES 130-614-005 DG-PKG-6/8 10 GROUND ROD COUPLINGS VARIES 130-405-104 DG-C-5/8 I 11 #4 COPPER WIRE, SOB 6 112-309-000 12 #4/0 CU CABLE, 600V r 27 110-101-189 SW-PMD-GC 13 WO CABLE CONNECTORS 6 120-871-005 (Qty - 1) 14 COPPER TO COPPER BOLTED CONNECTORS22 102-800-002 2 545-246-011 SW-PMD-LOCK 15 STANDARD LOCKS 160-310-000 16 CABLE MOUNTING BRACKET, STAINLESS 160-315557 SW-VISTA-MT-HOWf17BOLTS, SS, 1/2"X 1-1/2" FOR CABLE BRACKET 12 1fi1-483-004 1 18 SPRING. NUTS, SS, FOR 1/20 BOLT FOR CABLE BRACKET 145-294-010 P_CL-FCl-80019LOCKWASHER. 1/2", NFOR CABLE BRACKET VARIES 163-297-0091 20 800 AMP FAULTINDICATORNDICATOR 6 163-250-002 SW-VISTA-422-PAD 21 ROTATABLE FEEOTHRU DEVICE, 200AMP, 25KV 3 163-250-002 SW--VISTA-431-PAD 1 NOTES: 1. THE INTERRUPTERS MUST BE PRE-SET BY THE ERC PRIOR TO BEING ISSUED TO THE JOB. CALL 863-4921 OR 863-4900 TO MAKE ARRANGEMENTS.2, THE PAD MOUNTED VISTA SWITCH MAY BE INSTALLED IN AREAS SUBJECT TO FLOODING,3. SEAL THE INCOMING DUCTS PER UN-29,D,0. I 4. THE SWITCH AND ITS ENCLOSURE MUST BE BOLTED TO THE PAD, 1 5. REFER TO DOS UH-41.0.1 FOR PROPER INSTALLATION OF 600 AMP T-BODY ELBOWS.6. BOTH THE FEEDER CABLES AND LOOP SIDE CABLES ARE TO BE RACKED THROUGH THE CABLE SUPPORT BRACKETS INSTALLED ON THE I UNISTRUT IN THE CABLE CHAMBER. I 7, CABLES MUST NOT BE 1N CONTACT WITH THE CABLE CHAMBER OR PAD TOP.8. ALLOW SUFFICIENT LENGTH OF CONCENTRIC NEUTRAL TO REACH GROUNDING BARS AND PERMIT THE FREE MOVEMENT OF THE ELBOWS. I 9. MAKE CERTAIN OF CABLES LOCATIONS BEFORE DRIVING GROUND RODS. t 10. APPLY CAULKING COMPOUND TO THE SEAM BETWEEN THE ENCLOSURE AND THE PAO TOP. r 11. DUST CAPS USED FOR COVERING BUSHINGS AND BUSHING WELLS DURING SHIPMENT MUST BE REMOVED PRIOR TO ENERGIZING THE r SWITCH.t 12. UNUSED LOAD TAPS MUST HAVE BUSHINGS AND PROTECTIVE CAPS INSTALLED. r 13. UNUSED FEEDER POSITIONS MUST HAVE 600 AMP PROTECTIVE CAPS INSTALLED (M&S 163--845-007). f 14. AFTER THE SWITCH ENCLOSURE HAS BEEN INSTALLED, THE LIFTING BRACKETS MUST BE REMOVED AND STORED INSIDE THE ENCLOSURE FOR FUTURE USE,15. ENSURE THAT THE WARNING LABEL (M&S {548-560-104) IS INSTALLED ON BOTH THE CABLE COMPARTMENT AND THE OPERATOR SIDES OF THE ENCLOSURE,16.INSTALL FEEDER CONDUITS AS SHOWN IN C-46,0.0 AND C-46.0.2 ON LEFT AND/OR REAR SIDE OF CABLE CHAMBER TO ALLOW FOR BENDING RADIUS OF CABLE, t 17. BOLTS FOR SECURING PAO TO CHAMBER ARE INCLUDED FROM VENDOR. THERE ARE 4 BOLTIN LOCATONSASVSHOOWN ON DRAWINGS. 18.INSTALL BOO AMP 30 FAULT INDICATORS ON EACH SET OF FEEDER CABLES. SEE UV-14.0,0, V 19. FOR PAD MOUNTED APPLICATIONS, THE BASE BRACKETS ("FEET"). "N" AS SHOWN IN 0-46.0.1 ARE REQUIRED, 1 20.THE BASE BRACKETS ARE NOT REQUIRED FOR BELOW GRADE ("UNDER-COVER") APPLICATIONS, BUT SHOULD BE KEPT WITH THE SWITCH t IN THE POSSIBLE EVENT OF FUTURE RE-USE IN A PAO MOUNTED APPLICATION. 21. INSTALL ROTATABLE FEED THRU DEVICE ON THE LOAD SIDE OF THE VISTA SWITCH (M&S #183-250-002) FPL 4 0 f OH & UG DISTRIBUTION SYSTEM STANDARDS UPDATE NOTES 16 AND 19 ADD ORIGINATOR: A. PANTOURIS BRAWN ITA E. SCHILUNG 1 2 11/14/12 NOTE 21 AND ITEM 21 JGV ELS WM f1GAP ,ELS BXN OATEN I/03 APPROVED: ARI UMA NO SCALE NO. DATE ORIG. DRAWN APPR.i 1 9/2 10 UQDATE 4TEMREVISION LEAD SUPERVISOR, UG SERVICES i 411) T¢ it Ur-202.0. 0PRECAST HANDnOLE (32"X 50" X 36") UX- 02.x.0 DRIVEWAY LOADING DESIGN M&S 16 2-122--892 1"0 COUNTER SINK HOLE FOR 1/2" r 8"TAPERED BOLT (ONE ON".-. y COVER INSEBOLRT FOR EACH SIDE) 5_1/2„_ ti' 4. 111110Pmoo+3-1/2" NOTCH FOR 1 i`4,-7 q COVER a ti,... it t;. riP 14k( NOTCH DETAIL f i 14"X12"X3-1/4" RO EACH END 43• 61"1 5-1/2".-.- t 32" b 5-1/2" _ I- ' b0" I 1.. G„ iCtM 6) 0 ' Al ig 36" , ,• 36... . 1 i 1 .,... . e e. 0 r 1-3/4"—r-1,7 l r• 1-3/q—~ 1 y• 144 34,E I 4"1-..- 4" 4" TRANSVERSE SECTION LONGITUDINAL SECTION JREINEQE3PE1r1ENT SCHEDULE MARK _SLZE .LENGTH QTY DETAIL 3D1 N0.3 2'.-6" 14 STRAIGHT 02 N0,3 1'-5"2 STRAIGHT WEIGHT: 2,663 POUNDS 401 NO.4 3'-2"6 STRAIGHT CU. FT, - 18 CD N0,4 5-O 8 111i 38" I CU. YDS, - .66 it NOTES: 1. CONCRETE COMPRESSION STRENGTH 5000 PSI. ji 2. REINFORCEMENT ASTM A-615 (GRADE 60). 3. WHEEL LOADING 16,000 LBS, H2O VEHICLE LOADING (FULL TRAFFIC LOADING). 4. FOR STEEL COVER DETAILS, SEE UX-202.0.1 F P L 6 10/16/16 ADD NOTE 4 ARR ELS RDH OH & UG DISTRIBUTION SYSTEM STANDARDS 5 10/26/18 UPDATE NOTES ARR ELS RDH ORIGINATOR: SMS DRAWN BY: E. SCHIWNG 4 1/17/13-UPDATE NOTES ARR ELS BXN 3 10/21/10 UPDATE NOTES ARR ELS 8XN DATE: APPROVED: J.J )AcEVOY NO SCALE 2, 10/10/96 REPLACE OLD BORDER SMS, BILL SMS SUPERVISOR, 0H/UG PRODUCT 0NO. DATE REVISION ORIG. DRAWN APPR. SUPPORT SERVICES UN-18.0.0 FEEDER SPLICE BOX UN--18.0.0 EYE BOLT FOR LIFTIN 1" DIA HOLE FOR ALTERNATE WHEN EYE BOLT IS FOR SPLICING DETAILS GROUND R0D LOG NOT IN U E, PLACE SEE DCS UE-19,0.0 o LIDS SEE NOTE 4 TME BRt SS PLUG IN NATURAL GRADE POSITIOrN+. p P I 0 11.11, 411 414\--"‘ 6" ID PVC END BELLS\, - 6" ID PVC ALTERNATE METHOD i /s 111000-- END BELLS OF CONSTRUCTION f..„46______PULL-IN-IRONS II4PERBOX I-- STEP RACK WITH B" STEP TYPE I GROUNDING AND 2-4" INSULATORS INSTALL COPPERWELD GROUND ROD SEE G-17.0.0 FOR GROUNDING SPLICES. TYPICAL WALL SECTION 1i t i II - iir1T——--r 3' { i I 4I1" 1 L i I o 0 , I ,_ 11 I 1 " s' A. 4 END VIEW SIDE VIEW TOP VIEW I TYPICAL FEEDER SPLICE BOX M&S NUMBER DESCRIPTION 162-240-003 CONCRETE FEEDER SPLICE BOX & LIDS. (SEE NOTE 5) 162-241-000 CONCRETE FEEDER SPLICE BOX & UDS COMES WITH SPECIAL BRUSHED SIDEWALK FINISH LIDS AND FLUSH INSERTS SUITABLE FOR PEDESTRIAN TRAFFIC. (SEE NOTE 5) POLYMER CONCRETE FEEDER SPLICE BOX. TO BE INSTALLED IN AREAS NOT SUBJECT TO ANY VEHICULAR 162-242-203 TRAFFIC SUCH AS STREETS, PARKING LOTS, OR DRIVEWAYS. Ij NOTES:1. LEAVE SUFFICIENT EXPOSED GROUND ROD TO INSTALL 6 EACH 14/0-#2 CONNECTIONS M&S #120-118-005.2. GROUND ALL SPICES PER DISTRIBUTION STANDARD 3-17.0.0. 3. GROUND CABLE RACKS.4, EACH SPLICE BOX IS SUPPLIED WITH 2-1" DIA HOLE FOR ALTERNATE GROUND ROD LOCATION. MAKE ALL GROUNDING CONNECTIONS INSIDE THEBOX. RUN SUFFICIENT AMOUNT OF 4/0 TO MAKE CONNECTION TO ALT. GROUND RDD LOCATION. RESEAL 1" DIA HOLE WITH AQUASEAL. 5. REFER TO UX-233.0.1 FOR DRIVEWAY LOADING SPLICE BOXES (M20 RATED), M&S #182-240-003 AND 162-241-000, (H20 RATED 32,000LBS). 6. WEIGHT OF SPLICE BOX (W/O LIDS) 6700 LBS. DIMENSIONS ARE 10' X 4'-2.6" X 41" DEEP. 7. WEIGHT OF EACH UD = 1400 LBS. TWO LIDS REQUIRED. WcS FOR LID ONLY 182-240-011. 8. URD FEEDER CABLE SPLICES MUST BE BONDED TO DRNEN GROUNDS,9. REFER TO UE-19.0.0 FOR SPLICE ASSEMBLY. A WATER TIGHT SEAL MUST BE MADE WHERE INSULATED.10.CONDUCTORS CONNECT TO SYSTEM NEUTRAL. SEE 3-17.0,0.11.THE MAXIMUM PERMISSIBLE IMPENDENCE TO SYSTEM NEUTRAL FOR A DRIVEN GROUND IS 25 OHMS.12. AS SHOWN ABOVE, THE PVC MAY ENTER UNDERNEATH THE SPLICE BOX BY USING A 45 DEGREE SWEEP. SEAL CONDUIT WITH DUCT SEAL.13.IN AREAS SUBJECT TO WATER INTRUSION, INSTALL A SUFFICIENT AMOUNT OF PEAROCK 1/4"--3/4" SIZE ROCK TO ALLOW FOR THE PERCOLATION OF 14. THE WA .IF FEEDER SPLICE BOX IS TO BE INSTALLED IN A SIDEWALK, A SEPARATION WILL BE NEEDED BETWEEN THE CONCRETE AND THE LIDS, THE D.O.T.INDEX 310 SPECIFIES THE USE OF A 1/2" EXPANSION JOINT (PREFORMED JOINT FILLER) FOR THIS SEPARATION. ALSO CONSULT YOUR LOCAL MUNICIPALITY FOR ANY ADDITIONAL REQUIREMENTS,15. THE MAXIMUM SEPARATION BETWEEN FEEDER SPLICE BOXES IS 950', THIS IS TO ALLOW FOR PROPER CABLE PULLING TENSIONS. 15. UX-233.0.1 AND UX-233.0.3 FOR MORE DETAIL.17, WHEN SETTING A PAD/MANHOLE OR FEEDER SPLICE BOX, THE AREA MUST BE LEVELED WITHIN 1 INCH IN 8 FEET IN ALL DIRECTIONS, ANDTHOROUGHLYCOMPACTEDWITHAVIBRATORYPLATECOMPACTOR. THIS STEP WOULD PROVIDE A SMOOTH AND LEVEL SURFACE. N 7 8/6/18 ADD NOTE 17 ARR ELS ROH eF P L 41- 6 6/12/17 UPDATE DRAWING AND NOTES ARR .. as RDH OH & UG DISTRIBUTION SYSTEM STANDARDS 6 5/19/17 ADD NOTE 15 ARR ELS ROH ORIGINATOR: RAP DRAWN BY:J.SHOUP 4 3/17/17 UPDATE NOTE 5 ARR as ,RDH J.J McEVOY 3 11/21/16 UPDATE DRAWING ARR jLS ROH DATE:8/27/99 APPROVED: NO SCALE 2 6/6/08 UPDATE NOTE 14 GAP ELS JIM SUPERVISOR, OHM PRODUCT itNO. DATE REVISION DRIG, DRAWN APAR. SUPPORT S ERNRCES 6 it i UN-18.0.1 UN--18.0.1FEEDERSPLICEBOX 0` 8. TOP VIEW TYPICAL FEEDER SPLICE BOX lit i rr 1.111111111 41" 1 1 SIDE VIEW END VIEW NOTES: 1. LEAVE SUFFICIENT EXPOSED GROUND ROD TO INSTALL 6 EACH #4/O-#2 CONNECTORS M&S #120--11800-5. 2. GROUND ALL SPLICES PER DISTRIBUTION STANDARD 0-17.0.0. 3. GROUND CABLE RACKS. 4. EACH SPLICE BOX IS SUPPLIED WITH 2-1" DIA HOLE FOR ALTERNATE GROUND ROD LOCATION. MAKE ALL GROUNDING CONNECTIONS INSIDE THE BOX. RUN SUFFICIENT AMOUNT OF 4/0 TO MAKE CONNECTION TO ALT. GROUND ROD LOCATION. RESEAL 1" DIA HOLE WITH AQUASEAL. 5. DISTRIBUTION SPLICE BOX AND LIDS ARE DESIGNED FOR H-20 VEHICLE LOADING, (FULL TRAFFIC LOADING) 6. WEIGHT OF SPLICE BOX (W/O LIDS) .06700 LBS.DIMENSIONS ARE 10' X 5' X 41" DEEP 7, WEIGHT OF EACH LIDa1400 WS. TWO LIDS REQUIRED. M & S # FOR LID ONLY 162-24001-1. B. URD FEEDER CABLE SPLICES MUST BE BONDED TO DRIVEN GROUNDS. 9, REFER TO UE-19,1.1 & UE-19.1,2 FOR SPLICE ASSEMBLY. A WATER TIGHT SEAL MUST BE MADE WHERE INSULATED 10, CONDUCTORS CONNECT TO SYSTEM NEUTRAL, SEE G-17.0.0 11. THE MAXIMUM PERMISSIBLE IMPEDENCE TO SYSTEM NEUTRAL FOR A DRIVEN GROUND IS 25 OHMS. 12, AS SHOWN ABOVE, THE PVC MAY ENTER UNDERNEATH THE SPLICE BOX BY USING A 45 DEGREE SWEEP. SEAL CONDUIT WITH DUCT SEAL. 13, IN AREAS SUBJECT TO WATER INTRUSION, INSTALL A SUFFICIENT AMOUNT OF PEAROCIS 1/4"-3/4" SIZE ROCK TO ALLOW FOR THE PERCOLATION OF THE WATER. 14. IF FEEDER SPLICE BOX IS TO BE INSTALLED IN A SIDEWALK. A SEPERATION WILL BE NEEDED BETWEEN THE CONCRETE AND THE LIDS. 15. REFER TO UX-233.0.1 eF P L U OH & UG DISTRIBUTION SYSTEM STANDARDS N ORIGINATOR: RAP DRAWN BY; J. SHOUP 1 i1/18/O3 UPDATE NOTES RJD ELS JJM 0 9/09/9S ORIGINAL DRAWING RAP JES JJM DATEt 8/27/99 APPROVED: J. Y NO SCALE SUPERVISOR OMNI PRODUCT NO. DATE REVISION 011I0. DRAWN APPR, SUPPORT;SERVICES r CONDUIT LOCATIONS FOR 3 PHASE U- 114,0.2 DEAD FRONT PAD MOU TED TRANSFORMERS UX-114.0.2 WITH SECTIONALIZING CABLE THRU) UP TO 500KVA USING 6-2" DUC S FOR PRIMARY CABLE is ALTERNATIVE 1 80" 80" 1 - 38" 1 F i 9 1 • 1 PRIMARY 5"SEC 91: 13" 000000-1 0----METERING CONDUIT j! 3 IF REQUIRED) MAX 8 1/2" 4 1/2" SPACING BETWEEN CONDUITS FRONT OF PAD) NOTES: 1)REFERENCE I-70.0.1 OF THE DCS 2)PAD M&S 162-24680-0 3)ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL 4)ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 19"X13" AREA INDICATED, WILL HOLD 8-4" CONDUITS MAX. 5)ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT 6)MAINTAIN 8' CLEARANCE FROM FRONT AND 3` CLEARANCE FROM SIDES AND BACK OF TRANSFORMER PAD. F P L OH & UG DISTRIBUTION SYSTEM STANDARDS OmaRiAro; 51x5 DRAWN Dr Olfl 05/23/02 UPDATE CHA'NNO(NOTE 4) RAP des am DATE' APPROVED: J.1. 1CF.DY NOSO/4.,E SUPERNSOR O UC PRODUOT NO, DATE REMSION ORIG. MANN APR. BUPPORf VICES i UX-114,0.1 DEAD FRONTCONDUIT PAD MOUNTED TRANSFORMERS UX-114.0.1 500KVA USING 5' DUC`S FOR x MAPRIMARY CABLES 80" 1 38" 19" 60" J_I PRIMARY 8"SEC 91 93" Q 4 0 METERING CONDUIT 5" IF REQUIRED) MAX I 13"14" s FRONT OF PAD) NOTES; 1)REFERENCE 170.0.1 OF THE DCS 2)PAD M&S 162-24680-0 3)ALL CONDUITS TO EXTEND 3"MAX ABOVE GROUND LEVEL 4)ALL SECONDARY /CUSTOMER CONDUITS MUST FIT WITHIN THE 19"X13" AREA INDICATED. WILL HOLD 8-4" CONDUITS MAX. 5)ALL CONDUIT RELATED DIMENSIONS ARE TO THE CENTER OF THE DUCT 5)MAINTAIN 8' CLEARANCE FROM FRONT AND 3. CLEARANCE FROM SIDES AND REAR OF TRANSFORMER PAD. j OF OE & UG DISTRIBUTION SYSTEM STANDARDS ORDINATOR:SMS DRAWN RY: aui. OS/29/02 UPDATE DRAWING(NOTE T) RAP JES JJ•d OATa APPROVE& JJ.NCEVQY NO SORE sUPERNASOR,ON/Uti PRODUCT I O. DATE REVISION ORIO. DRAWN APPR SUPPORT S£fMCES 45 UX-116.1,1 dONCRETE FOUNDATION OONOTRUdTION UX— ,DETAIL, FOR 750 TO 2,500 KV'A 30 RADIAL LOOP TYPE PAD MOUNTED TRANOFORMERg l 'C> TRAFFIC BARRIERS G o e 0 I A DAYTON SUPERIOR ,, i THREADED INSERT 1/2I M&S 001-71859-3 F.F.L.. CUSTOMER PRIMARY SECONDARY B O CONDUITS CONDUITS 0 1111111 I D IP' 1 • gar I 7 Y ANO W E ODETAIL "A"fRI 6" 1 000 I 000 SF 00 Oa-.. METERING CONDUIT 2,-7)74.4._' 110° r I i INSERTS-SEE DETAIL "A" REMOVABLE d 0 TRAFFICBARRIERS PLAN VIEW FIGURE 1 d I 1 6.6-8 .1..I IPS FINAL GRADE I x11 v vv.la 0 I z_a a N 110' 0" MIN to+ r— I:— to vto CUSTOMER CONDUITS ',PLUGS D END F.P.L. CONDUIT J j`36" RADIUS PROFILE FIGUREpp2 TRANS F RMER S OLTAOEY GODUGTORSES SIZE CONDUITS&ESIZES ABC 0 E 760 277/480 V a SETS 7642 AM11L CU'"8 -- 6" MAX, 78 78 18 60 26 16 9 760 120/208 V 12 SETS 755011 CU*12 -• 6" MAN. 78 78 18 60 26 21 9 1000 277480 y20/208 12 SEfS 750KCMIL CU*12 - 6" MAX. 88 88 18 60 25 21 14 1500-2000 277/460 V 42 SETS 500KCMIL ORESS1.4-5 1AAX 94 94 18 64 26 21 16 277/480 V i SELS 600-780KAIL* j2_:,....5' MAX__108 108 18 88 28 26 2025005O16SETSOKCMILORTESS16 - 5' MAX NOTES: 1. SEE UX-118.1.2 FOR CONSTRUCTION DETAILS AND UX-116.1.3 FOR INSTALLATION OUIDEUMES AND RESPONSIBILITIES 2. (+) CABLES LARGER THAN 600 CU WILL REQUIRE IUL1TrAP CONNECTOR SUPERSEDES UX-116,1.1 LAST REVISED ON 01/18/01 i 03-80605-9. 3, FOR ANY NEW INSTALLATION WHICH HAS MORE THAN 8 SETS OF 760 KCMIL_OU OR MORE 1112 SETS OFA SMALLER sIZE CONDUCTOR FPL 4 1 IX IS RECOMMENDEDlStM4M0DD3T AS SHO}IE I OCST1RE-psE SECONDARY MINET, OH & UCS fIfITRIBUTION OYTITEM OTANDARDO ORIGINATOR;MV DRAWN BY; BILL 2 04/10/01 UPDATE CHART AND NOTES RAP JES JJM 1 10-0-90 GENERAL REVISION LW BILL ,1J1,1 _ 10_9-96 APPROVED: J.J, MCEVOY 0 8-9-98 REVISED TABLE AND PAD DIA,ENSIGNS I, RAS AiWE: OH/UG PRODUCT No SCALE ND. DATE REVISION ORIG. DRAWN APPR. SUPPORT`SERVICES AO e I + PROTECTIVE BARRIER AND PLANTING CLEARANCES UN-21.0.0 FOR PAD MOUNT TRANSFORMERS AND SWITCHES UN-21 ,0.0 ALL FRONT ALL REAR BARRIERS REMOVABLE CONCRETE PAD BARRIERS FIXED FIXED BARRIER CONCRETE PAD CONCRETE PAD • r, C) EHf 6( 01 J 2TXzaszaOX a o 9"MIN. • J SWIHSCH d o FRONT a. n. IV II11.1lik li0y j I INSTALL ADDITIONAL REMOVABLE BARRIER BARRIERS AS REQUIRED DRILL 1/2" THRU PLAN HOLE FOR LIFTING 4" STD. G.I. PIPE WITH THREADED G.I.FILL 4" STD. G.I. PIPE WITH CAP. (THREADS MAY BE SPRAYED WITH r~CONCRETE. LEAVE CROWN OF 10" M&S #504-14450-4.) CONCRETE. PAINT PIPE TO MATCH r,.. PAINT PIPE TO MATCH3'-6" MIN. TRANSFORMER 3'-6" MIN. TRANSFORMER 3" 7 5" STD. G.I. PIPE SLEEVE SLOPE CONCRETE FOR SLOPE CONCRETE FOR WATER SHED WATER SHED 1- 12' 3'-3" 2-0" g g t MACH. BOLT 21-0„ 3 8" WELL TAMPED EARTH r. " \ GAVANIZED 16" WELL TAMPED EARTH REMOVABLE BARRIER SECTION FIXED BARRIER Zi R--WALL/TR CONCRETE SEE NOTES 1A & 1B PAI NOTES: TX. 1A. PADMOUNTED SWITCHES AND CAPACITOR BANKS REQUIRE OR SWITCH 6' MIN. CLEARANCE ON ALL SIDES. FRONT 1 B. PADMOUNTED TRANSFORMERS REQUIRE 3' MIN. SEE NOTES^ SEE NOTES CLEARANCE ON EACH SIDE AND BACK AND B' 1A & 1B 1A & 1B CLEARANCE IN THE FRONT, SEE NOTES 2. FRONT ACCESS CLEARANCE SHOULD BE 8' FOR ALL 6' MIN. 1A & 1B EQUIPMENT. ISEE NOTE 2 3. "ELECTRIC EQUIPMENT - KEEP OUT" DECAL THAT SHOWS THE MINIMUM SEPARATION DISTANCES FOR BUSHES FROM TRANSFORMERS IS M&S #548-560-101. OPENING, FOR HOT STICK 47-- PLAN OPERATION OF P L G. 7 U OH & UG DISTRIBUTION SYSTEM STANDARDS N 5 3/3/17 UPDATE DRAWING (NOTES)ARR ELS RDH 4 9/13/16 UPDATE DRAWING (NOTES)ARR ELS RDH ORIGINATOR; OM DRAWN BY: PTH 3 9/17/13 UPDATE DRAWING NOTES))JJR ELS WM 2 716/01 UPDATE DRAWDIG (NOTES)RAP JES 'MIA 1 F3/27/99 UPdATE DRAWING {{{{{{NOTES))RAP JES JAI DATE:9/30/94 APPROVED: R.J. SALESNY NO SCALE 0 9/30/94 ORIGINAL DRAWING Cat PMG Ra DIRECTOR, DISTRIBUTION ENGINEERING NO, DATE REVISION ORIG. DRAWN APPR. AND OPERATIONS SERVICES r r w II! 49- t r I O } o 4.- Xs•;t s 4 '.v I r / / Ali 4 I 14 D I 1 it. ' 0 ii1i -' 41 I lbfril61 0 .et at .1 14/1 1 l-:t'' 101115 li i Gt or I' tjgNI feses WAY w . f 11 1 6 ,1I1 g 411111111111f, s1 o 1; i f 14 I 1 Jliiii lit, till IP' :i il 11---- ;! 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